Illinois Waterway Navigation Charts

From Mississippi River at Grafton, Illinois to

Lake Michigan at Chicago and Calumet Harbors

2013

US Army Corps

of Engineers ®

Mississippi Valley Division

Great Lakes & Ohio River Division
U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI VALLEY DIVISION

Requests for maps or information should be addressed to:

U.S. Army Engineer District, Rock Island

Clock Tower Building

P.O. Box 2004

Rock Island, IL 61204-2004

309-794-5338, 815-667-4054

http://www.mvr.usace.army.mil/Missions/Navigation.aspx

Electronic chart products can be found at:

U.S. Army Geospatial Center

7701 Telegraph Road

Alexandria, VA 22315-3864

703-428-3682

http://www.agc.army.mil/Missions/Echarts.aspx

Great Lakes mapping products can be found at:

National Oceanic and Atmospheric Administration

14th Street and Constitution Avenue, N.W.

Room 6217

Washington, D.C. 20230

202-482-6090

http://www.noaa.gov

GREAT LAKES & OHIO RIVER DIVISION

Eighth Coast Guard District

Hale Boggs Federal Building

500 Poydras Street

New Orleans, Louisiana 70130

USCGC SANGAMON (WLR-65506)

97 Conference Center Drive

East Peoria, IL 61611-9570

Call Sign - Coast Guard Cutter Sangamon

Marine Safety Detachment (MSD) Peoria

Foot of Washington Street

East Peoria, IL 61611

USCG Navigation Center (NAVCEN)

7323 Telegraph Rd.

Alexandria, VA 22315

703-313-5900

http://www.navcen.uscg.gov

504-671-2107

309-694-7779

703-313-5900 (24 Hr)

Illinois River mile marker

65.0 to 187.0

COAST GUARD UNIT TELEPHONE AREA OF RESPONSIBILITY

309-671-7291 Illinois River mile marker

0.0 (Grafton, IL) to

291.1 (Joliet, IL)

SECTOR UPPER MISSISSIPPI RIVER

1222 Spruce Street, SUITE 7.103

St Louis, MO 63103-2846

314-269-2500 (Main)

866-360-3386 (24-Hr)

Marine Safety Unit (MSU) Chicago

555 Plainfield Rd. Suite A

Willowbrook, IL 60527

630-986-2155 Illinois River mile marker

187.0 to Lake Michigan

Ninth Coast Guard District

1240 East Ninth Street

Cleveland, OH 44199

216-902-6001 (Main)

800-321-4400 (SAR)

Western Rivers & Gulf Coast

Upper MIssissippi, Illinois

& MIssouri Rivers

Great Lakes

(Includes Upper Illinois Waterway)

US ARMY CORPS OF ENGINEERS

Rock Island District Office

Clock Tower Building

P.O. Box 2004

Rock Island, IL 61204-2004

309-794-4200

Chicago District Office

231 S LaSalle Street, Suite 1500

Chicago, IL 60604-1426

312-353-6400

St Louis District Office

1222 Spruce Street

St Louis, MO 63103-2833

314-331-8068

POINTS OF CONTACT

REPORT OIL AND CHEMICAL SPILLS ANY TIME TO THE NATIONAL RESPONSE CENTER AT:

(TOLL FREE) 1-800-424-8802, (DIRECT) 202-267-2675, (ONLINE) http://www.nrc.uscg.mil

Illinois River mile marker

0.0 (Grafton, IL) to

80.2 (LaGrange Lock & Dam)

Illinois River mile marker

80.2 (LaGrange Lock & Dam) to

325.6 (S Br Chicago River) and

327.0 (Calumet River)

Chicago River & Harbor

Calumet River & Harbor

Illinois Waterway Project Office

257 Grant Street

Peoria, IL 61603-3585

309-676-4601
ILLINOIS WATERWAY

NAVIGATION CHARTS

GRAFTON, IL TO LAKE MICHIGAN AT CHICAGO AND CALUMET HARBORS

Points of Contact ..................................................................................................................................................................................... Inside Front Cover

Table of Contents 

General Notes

Waterway Profile & Map .................................................................................................................................................................................. Sheet A

Navigation Information ................................................................................................................................................................................. Sheet B-C 

Regulations

River & Harbors Act – 1917 .......................................................................................................................................................................... Sheet D-G 

River & Harbors Act – 1899 ........................................................................................................................................................................... Sheet H-I 

USCG Aids to Navigation ........................................................................................................................................................................................ Sheet J

Legend ............................................................................................................................................................................................................... Sheet K

Map Index of Charts ............................................................................................................................................................................................... Sheet L

Navigation Charts ........................................................................................................................................................................................... Charts 1-122

Appendices

Commercial Barge Facilities ........................................................................................................................................................................ Appendix A 

Vertical Clearances ..................................................................................................................................................................................... Appendix B 

Submerged Utilities ..................................................................................................................................................................................... Appendix C

Gauge Information .................................................................................................................................................................................... Appendix D

U.S. ARMY CORPS OF ENGINEERS MISSISSIPPI VALLEY DIVISION

2013 TABLE OF CONTENTS

GREAT LAKES & OHIO RIVER DIVISION
DELIN

EATED

B

Y:DANA

LO

C

KETT, 2007

LOCK AND DAM

LA GRANGE

LOCK AND DAM

PEORIA

PROJECT OFFICE

ILLINOIS WATERWAY 

LOCK AND DAM

STARVED ROCK

LOCK AND DAM

MARSEILLES

LOCK AND DAM

DRESDEN ISLAND

LOCK AND DAM

LOCKPORT

LOCK AND DAM

O’BRIEN

T. J.

LOCK AND DAM

BRANDON ROAD

CHICAGO

Lake Michigan

I

DES

PLA

IN

E

RIVER

S

LLIN

O

IS

RIVER

M ISSIS

S

IPPI

RIV

E

R

MIS

SOURI

RIVER

DROP = 39’ 

LOCKPORT L & D

DROP = 34’

BRANDON ROAD L & D

DROP = 21.75’

DRESDEN ISLAND L & D

DROP = 24.25’

MARSEILLES L & D

DROP = 18.7’

STARVED ROCK L & D

DROP = 10’

PEORIA L & D

DROP = 10’

LA GRANGE L & D

MISSISSIPPI RIVER

WATERWAY MAP AND PROFILE

579.5

578

539

505

483

459

440

429

419

333

291 327

0 80 158 231 245 271 286

Dam Gate Type

WICKET GATE

TAINTER GATE

Marseilles, Starved Rock, Peoria, and La Grange. 

constructed along the waterway at Lockport, Brandon Road, Dresden Island, 

Illinois. To accommodate this drop, seven lock and dam sites were 

579.5’ above sea level at Lake Michigan to 419’ above sea level at Grafton, 

Thomas J. O’Brien Lock and Dam is located). The waterway drops from 

links to the Calumet region via the Calumet Sag Channel (on which the 

the Illinois River to its mouth at the Mississippi River near Grafton. It also 

Canal from Chicago, then extends down the Des Plaines River and finally 

The Illinois Waterway follows the channel of the Chicago Sanitary & Ship 

N

GRAFTON

Island District for inclusion in this publication.

Map and profile created by National Park Service, edited by U.S. Army Corps of Engineers, Rock 

W

ATER ELEVATION, 

FEET

ABOVE

M

EAN

S

EA LEVEL, 1929AD

JU

S

TM

EN

T

WORKS

CONTROLLING 

AND 

CHICAGO LOCK 

LAKE MICHIGAN

DROP = 1.5’

CHICAGO LOCKS

T. J. O’BRIEN, 

 Chicago City Datum 0.0’

 North American Vertical Datum, 1988 579.19’

(Mean Sea Level, 1929)

 National Geodetic Vertical Datum, 1929 579.48’

Chicago Area Elevation Equivalents

MILES ABOVE MISSISSIPPI RIVER CONFLUENCE

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI VALLEY DIVISION

SHEET A WATERWAY PROFILE AND MAP 2013

GREAT LAKES & OHIO RIVER DIVISION
U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI VALLEY DIVISION

GENERAL NOTES: NAVIGATION INFORMATION

These navigation charts were generated from information field surveys

conducted by the U.S. Army Corps of Engineers offices and from aerial

photography taken circa 2012. Information presented on these charts

can change and, therefore, anyone navigating on the Illinois Waterway

must exercise caution and acknowledge the ever-present hazards of this

natural resource. Mariners are urged to report any condition found to

differ from those shown on the charts to:

(309) 794-5455

CEMVR-Charts-WEB@usace.army.mil

GENERAL

Navigation charts for the Federal navigation projects on the Western

Rivers of the United States are available for purchase from the US Army

Corps of Engineers. Navigation charts for the Illinois Waterway can be

procured from the following sources:

Mississippi River Visitor Center

Post Office Box 2004

Rock Island, IL 61204-2004

(309) 794-5338

http://www.mvr.usace.army.mil/Missions/Navigation.aspx

A list of location for the purchase of navigation charts for other Corps’

projects and all Inland electronic navigation charts can be obtained from

the following internet address:

http://www.agc.army.mil/Missions/Echarts.aspx

PROCUREMENT OF NAVIGATION CHARTS

Notices to Navigation Interests (Navigation Notice) containing data on

channel conditions, lock closures, location of dredges, etc., are issued

by the Corps of Engineers as occasions warrant. Corps’ Navigation

Notices for the Illinois Waterway are published on the websites:

http://www.mvr.usace.army.mil/Missions/Navigation.aspx

Distribution of the Navigation Notices for the Illinois Waterway is by email. Requests to be placed on the distribution list for the Illinois

Waterway need to contact:

Operations Division

Clock Tower Building

Post Office Box 2004

Rock Island, IL 61204-2004

(309) 794-5366

NAVIGATION NOTICES

The Illinois Waterway begins at the confluence of the Illinois and

Mississippi Rivers at Grafton, IL. It continues upstream through the entire

Illinois River and the Des Plaines River up to the confluence with the

Chicago Sanitary And Ship Canal (CSSC) at Lockport Lock And Dam.

The CSSC continues upstream, connecting with the South Branch

Chicago River, then the Chicago River and ending at Lake Michigan,

Chicago Harbor through the Chicago Lock And Controlling Works. The

CSSC also splits at the junction with the Calumet Sag Channel (CSC)

near Lemont, IL. The CSC continues upstream, connecting with the Little

Calumet and Calumet Rivers and ending at Lake Michigan, Calumet

Harbor. The Illinois Waterway has a minimum 9' depth, with varying

widths by reach. The Calumet and Chicago Rivers and Harbors are

separate, federal, deep draft projects. For more detailed information

about the Illinois Waterway, see Navigation Bulletins 1 and 2 at this

website:

http://www.mvr.usace.army.mil/Missions/Navigation.aspx

AUTHORIZED PROJECT

The navigation charts show the location and identification of many

private and public recreational craft facilities, but may not depict the full

extent of the facilities. Also, extensive recreational developments and

other river bank installations of interest to recreational craft, may exist

which are not shown on the navigation charts. Both recreational craft and

commercial tows are encouraged to operate in a manner considerate to

the safety of all vessels using the waterway and to prevent damage

and/or destruction to facilities during periods on increased river stages.

RECREATIONAL CRAFT FACILITIES AND FEATURES

A plan view of the Locks and an elevation view of the Looks and Dams is

shown on the back of the chart preceding each of the structures. The

plan view of the locks shows location of wall ladders, bollards, and

distances inside chambers and the upper and lower guide walls. The

profile view shows the height of the highest fixed points on the features

of the Locks and Dams, in feet, above the reference datum of the upper

gage, except as otherwise noted. Contact information is on SHEET C.

LOCKS AND DAMS

Rive mileage, as shown along the navigation project’s sailing line, is

measured from the confluence of the Illinois and Mississippi Rivers at

Grafton, IL and continues to Lake Michigan at Chicago and Calumet

Harbors. The mile points do not represent actual distance along the

sailing line. Generally, the mile points approximate a mile between the

points; however, in areas where the alignment of the navigation channel

has changed during its existence, the distance between mile points

would tend to be greater or less than 1-mile in distance.

MILE POINTS

Buoys used to mark channels on the Illinois Waterway system conform to

the standard lateral system of buoyage on the Western Rivers of the

United States. All buoys are equipped with reflectors; buoys on the left

descending side of the channel reflect red; buoys on the right descending

side of the channel reflect green. Due to practical limitations of positioning

and maintaining floating buoys in precise geographical locations, buoy

position shown on these navigation charts are approximate positions only.

Prevailing river conditions alter the actual locations of the buoys. They may

be carried off position by currents, high stages, accumulation of drift, ice,

sunk by collision or other causes. When carried off position, destroyed or

removed to prevent loss, buoys are re-established at the earliest

opportunity by the U.S. Coast Guard.

BUOYS

River gages provide current river stage conditions. See gage table in

Appendix D for data specific to individual gages. For real-time gage stages

and historical stage data, go to this website:

http://www.rivergages.com

GAGES

All water surface elevations referenced on these charts are referenced to

National Geodetic Vertical Datum (NGVD) 1929.

Low Operating Level (LOL, sometimes called "Flat Pool Elevation") is the

minimum designed controlled water surface elevation for a navigation pool.

Project depths are shown from LOL.

WATER SURFACE ELEVATIONS, STAGES AND LOW

OPERATING LEVEL

Vertical clearances under bridges and aerial crossings are shown on the

respective charts at LOL. On the Calumet River from Lake Michigan to T.J.

O'Brien Lock And Dam, clearances are shown from Low Water Datum

(LWD) Lake Michigan (577.5', IGLD 1985).

Actual clearance may be calculated by reducing the clearance value by the

difference between actual river stage and LOL/LWD.

VERTICAL CLEARANCES

2013 SHEET B

GREAT LAKES & OHIO RIVER DIVISION
U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI VALLEY DIVISION

GENERAL NOTES: NAVIGATION INFORMATION

The Eighth Coast Guard District is continuously alert for circumstances

which affect safe and efficient passage of river traffic. The Aids to

Navigation Office in New Orleans receives reports from mariners and

government agencies and distributes information to mariners through

various marine information channels.

The four primary means of passing marine information in the Eighth

Coast Guard District:

1. Broadcast Notice to Mariners

2. Local Notice to Mariners

3. Channel Reports

4. Directly from Lockmasters

There are four basic marine information publications printed by either the

Coast Guard of U.S. Army Corps of Engineers which should be on all

vessels:

1. Corps of Engineers Navigation Charts

2. Navigation Rules, International - Inland

3. Light List, Volume V (Western Rivers) and Volume VII

4. Corps of Engineers Regulations (Bluebook) 33 CFR 207

Local Notice to Mariners may be obtained by either a one-way email

service, via subscription, or downloaded directly from the U.S. Coast

Guard Navigation Center website:

http://www.navcen.uscg.gov/

USCG RESOURCES

In the administration of laws, enacted by Congress for the protection and

preservation of navigation and the navigable waters of the United States,

the U.S. Army Corps of Engineers exercises jurisdiction over the Illinois

Waterway and several of its tributary streams and wetlands. Anyone

wishing to undertake a project in, under, over or adjacent to water

(including wetlands) of the United States need to inquire to the appropriate

Corps of Engineers District regarding permit requirements. Inquires for

such work or structures should be addressed to:

St Louis District (Downstream from LaGrange Lock & Dam)

http://www.mvs.usace.army.mil/ConOps/permits/permits.html

(314) 331-8575

Rock Island District (LaGrange Lock & Dam through Grundy County)

http://www.mvr.usace.army.mil/Missions/Regulatory.aspx

(309) 794-5190 or 5191

Chicago District (Will & Cook Counties)

http://www.lrc.usace.army.mil/Missions/Regulatory/Illinois.aspx

(312) 846-5530

PERMITS

SHEET C 2013

GREAT LAKES & OHIO RIVER DIVISION

LOCK CONTACTS INLAND ELECTRONIC NAVIGATION CHARTS

The U.S. Army Corps of Engineers produces IENCs for the Inland

Waterway System, including the Illinois Waterway up to river mile 319.3

on the Chicago Sanitary and Ship Canal and river mile 322.6 on the Little

Calumet River. These IENCs are maintained with updates of new or

corrected Local Notice to Mariner information as it becomes available.

Electronic charts from those points to Lake Michigan are produced by

NOAA.

These IENCs are created for use in Electronic Chart Systems (ECS) to

position a vessel upon the navigational chart display Use of ECS in

conjuction with IENCs does not eliminate the USCG paper chart carriage

requirement. Until such guidance and policy is established, IENCs

provide a valuable adjunct to the 2013 Navigation Charts.

IENCs offer significant benefits to vessels including accurate and realtime display of vessel position relative to waterway features, voyage

planning and monitoring tools, Automatic Identification Systems (AIS)

integration, and training tools for new personnel and integrated display of

river charts, radar, and AIS.

IENC chart products, services, and information are available for

download at:

http://www.agc.army.mil/Missions/Echarts.aspx

ENCs and other chart products produced by NOAA, including Lake

Michigan and associated harbors, can be found at this website:

http://www.charts.noaa.gov/

NAVIGATION DATA CENTER PRODUCTS

Port Series Report Books

The U. S. Army Corps of Engineers, Navigation Data Center, produces

the Port Series Report Books that describe the physical and inter-modal

(infrastructure) characteristics of the coastal, Great Lakes, and inland

ports of the United States. Imagery sheets are included that reference

the Port Series facility numbers for easy of locating individual facilities.

Port Series products may be obtained from the following websites:

Data: http://www.ndc.iwr.usace.army.mil/ports/ports.asp

Books: http://www.ndc.iwr.usace.army.mil//ports/ps/psbooks.htm

Waterborne Commerce Statistics Center

The U. S. Army Corps of Engineers, Waterborne Commerce Statistics

Center under the authority of the Rivers and Harbors Act of 1922,

collects, processes, distributes, and archives vessel trip and cargo data.

Under Federal law, vessel operating companies must report domestic

waterborne commercial movements to the Corps.

Data summaries include origin to destination information of foreign and

domestic waterborne cargo movements by region and state, and also

waterborne tonnage for principal ports and state and territories. Internal

waterway tonnage indicators are updated monthly on the NDC web site.

This acquired vessel movement data is primarily for Corps and other

government agencies’ use. However, summary statistics, which do not

disclose movements of individual companies, are also released to

private companies and to the general public.

The Waterborne Commerce Statistics Center's summarizes this data in

the publication, Waterborne Commerce of the United States. It is issued

in five parts (one to cover each coast and a national summary). Data are

available in both hard copy and electronic form. Specialized data

processing requests are considered on a case-by-case basis. Products

may be obtained from the following website:

http://www.ndc.iwr.usace.army.mil//wcsc/wcsc.htm

Lock Mile Bank VHF Phone Width x Length

Chicago 327.2 Right 16 312-787-4795 80' x 600'

T. J. O'Brien 326.3 Right 16 773-646-2183 110' x 1000'

Lockport 291.0 Left 14 815-838-0536 110' x 600'

Brandon Road 286.0 Right 14 815-744-1714 110' x 600'

Dresden 271.5 Left 14 815-942-0840 110' x 600'

Marseilles 244.6 Left 14 815-795-2593 110' x 600'

Starved Rock 231.0 Right 14 815-667-4114 110' x 600'

Peoria 157.6 Left 14 309-699-6111 110' x 600'

LaGrange 80.2 Right 14 217-225-3317 110' x 600'
REGULATIONS PRESCRIBED BY THE SECRETARY OF THE ARMY FOR 

OHIO RIVER, MISSISSIPPI RIVER ABOVE CAIRO, IL., AND 

THEIR TRIBUTARIES; USE, ADMINISTRATION 

AND NAVIGATION 

 

(The following are excerpts)

 

 

THE LAW 

 

Section 7 of the River and Harbor Act of August 8, 1917, provides as 

follows:

“That it shall be the duty of the Secretary of War to prescribe such 

regulations for the use, administration, and navigation of the 

navigable waters of the United States as in his judgment the public 

necessity may require for the protection of life and property, or of 

operations of the United States in channel improvement, covering all 

matters not specifically delegated by law to some other executive 

department. Such regulations shall be posted, in conspicuous and

appropriate places, for the information of the public; and every person 

and every corporation which shall violate such regulations shall be 

deemed guilty of a misdemeanor, and on conviction thereof in any 

district court of the United States within whose territorial jurisdiction 

such offense may have been committed, shall be punished by a fine not 

exceeding $500, or by imprisonment (in the case of a natural person) 

not exceeding six months, in the discretion of the court.”

In pursuance of the law above quoted, the following regulations were 

prescribed to govern the use, administration, and navigation of the 

Ohio River, Mississippi River above Cairo, Illinois, and their 

tributaries.

THE REGULATIONS 

Sec. 207.300 Ohio River, Mississippi River above Cairo, Ill., and their 

tributaries; use, administration, and navigation. 

(a) Authority of Lockmasters. 

The lockmaster shall be charged with the immediate control and 

management of the lock, and of the area set aside as the lock area, 

including the lock approach channels. He/she shall see that all 

laws, rules, and regulations for the use of the lock and lock area 

are duly complied with, to which end he/she is authorized to give 

all necessary orders and directions in accordance therewith, both 

to employees of the government and to any and every person 

within the limits of the lock and lock area, whether navigating the 

lock or not. No one shall cause any movement of any vessel, boat, 

or other floating thing in the lock or approaches except by or 

under the direction of the lockmaster or his/her assistants. In the 

event of an emergency, the lockmaster may depart from these 

regulations as he deems necessary. The lockmasters shall also be 

charged with the control and management of federally constructed

mooring facilities.

(b) Safety rules for vessels using navigation locks. 

The following safety rules are hereby prescribed for vessels in the 

locking process, including the act of approaching or departing a

lock:

(1) Tows with flammable or hazardous cargo barges, loaded or 

empty.

(i) Stripping barges or transferring cargo is prohibited.

(ii) All hatches on barges used to transport flammable or 

hazardous materials shall be closed and latched, except 

those barges carrying a gas-free certificate.

(iii) Spark-proof protective rubbing fenders (“possums”) shall 

be used.

(2) All vessels.

(i) Leaking vessels may be excluded from locks until they 

have been repaired to the satisfaction of the lockmaster.

(ii) Smoking, open flames, and chipping or other sparkproducing activities are prohibited on deck during the 

locking cycle.

(iii) Painting will not be permitted in the lock chamber 

during the locking cycle.

(iv) Tow speeds shall be reduced to a rate of travel such that 

the tow can be stopped by checking should mechanical 

difficulties develop. Pilots should check with the

individual lockmasters concerning prevailing conditions. 

It is also recommended that pilots check their ability to 

reverse their engines prior to beginning an approach. 

Engines shall not be turned off in the lock until the tow 

has stopped and been made fast.

(v) U.S. Coast Guard regulations require all vessels to have 

on board life saving devices for prevention of drowning. 

All crew members of vessels required to carry work 

vests (life jackets) shall wear them during a lockage, 

except those persons in an area enclosed with a handrail 

or other device which would reasonably preclude the 

possibility of falling overboard. All deckhands handling 

lines during locking procedure shall wear a life jacket. 

Vessels not required by Coast Guard regulations to have 

work vests aboard shall have at least the prescribed life 

saving devices, located for ready access and use if 

needed. The lockmaster may refuse lockage to any 

vessel which fails to conform to the above.

(c) Reporting of navigation incidents. 

In furtherance of increased safety on waterways the following 

safety rules are hereby prescribed for all navigation interests:

(1) Any incident resulting in uncontrolled barges shall 

immediately be reported to the nearest lock. The report shall 

include information as to the number of loose barges, their 

cargo, and the time and location where they broke loose. The 

lockmaster or locks shall be kept informed of the progress 

being made in bringing the barges under control so that he 

can initiate whatever actions may be warranted.

(2) Whenever barges are temporarily moored at other than 

commercial terminals or established fleeting areas, and their 

breaking away could endanger a lock, the nearest lock shall

be so notified, preferably the downstream lock.

(3) Sunken or sinking barges shall be reported to the nearest 

lock both downstream and upstream of the location in order 

that other traffic passing those points may be advised of the

hazards.

(4) In the event of an oil spill, notify the nearest lock 

downstream, specifying the time and location of the incident, 

type of oil, amount of spill, and what recovery or controlling

measures are being employed.

(5) Any other activity on the waterways that could conceivably 

endanger navigation or a navigation structure shall be 

reported to the nearest lock.

(6) Whenever it is necessary to report an incident involving 

uncontrolled, sunken or sinking barges, the cargo in the 

barges shall be accurately identified.

(d) Precedence at locks.

(1) The vessel arriving first at a lock shall normally be first to 

lock through, but precedence shall be given to vessels 

belonging to the United States. Licensed commercial

passenger vessels operating on a published schedule or 

regularly operating in the “for hire” trade shall have 

precedence over cargo tows and like craft. Commercial cargo 

tows shall have precedence over recreational craft, except as 

described in paragraph (f) of this section.

(2) Arrival posts or markers may be established ashore above 

and/or below the locks. Vessels arriving at or opposite such 

posts or markers will be considered as having arrived at the

locks within the meaning of this paragraph. Precedence may 

be established visually or by radio communication. The 

lockmaster may prescribe such departure from the normal 

U.S. ARMY CORPS OF ENGINEERS MISSISSIPPI VALLEY DIVISION

2013 REGULATIONS: RIVERS AND HARBORS ACT - 1917

GREAT LAKES & OHIO RIVER DIVISION

SHEET D
order of precedence as in his judgment is warranted to 

achieve best lock utilization.

(e) Unnecessary delay at locks. 

Masters and pilots must use every precaution to prevent

unnecessary delay in entering or leaving locks. Vessels failing to 

enter locks with reasonable promptness when signaled to do so 

shall lose their turn. Rearranging or switching of barges in the 

locks or in approaches is prohibited unless approved or directed by 

the lockmaster. This is not meant to curtail “jackknifing” or setovers where normally practiced.

(f) Lockage of recreational craft. 

In order to fully utilize the capacity of the lock, the lockage of 

recreational craft shall be expedited by locking them through with 

commercial craft, provided That both parties agree to joint use of 

the chamber. When recreational craft are locked simultaneously 

with commercial tows, the lockmaster will direct, whenever 

practicable, that the recreational craft enter the lock and depart 

while the tow is secured in the lock. Recreational craft will not be 

locked through with vessels carrying volatile cargoes or other 

substances likely to emit toxic or explosive vapors. If the lockage 

of recreational craft cannot be accomplished within the time 

required for three other lockages, a separate lockage of 

recreational craft shall be made. Recreational craft operators are 

advised that many locks have a pull chain located at each end of 

the lock which signals the lockmaster that lockage is desired. 

Furthermore, many Mississippi River locks utilize a strobe light 

at the lock to signal recreational type vessels that the lock is 

ready for entry. Such lights are used exclusively to signal 

recreational craft. 

(g) Simultaneous lockage of tows with dangerous cargoes. 

Simultaneous lockage of other tows with tows carrying dangerous 

cargoes or containing flammable vapors normally will only be 

permitted when there is agreement between the lockmaster and 

both vessel masters that the simultaneous lockage can be 

executed safely. He shall make a separate decision each time such 

action seems safe and appropriate, provided:

(1) The first vessel or tow in and the last vessel or tow out are 

secured before the other enters or leaves.

(2) Any vessel or tow carrying dangerous cargoes is not leaking.

(3) All masters involved have agreed to the joint use of the lock 

chamber.

(h) Stations while awaiting a lockage. 

Vessels awaiting their turn to lock shall remain sufficiently clear 

of the structure to allow unobstructed departure for the vessel 

leaving the lock. However, to the extent practicable under the 

prevailing conditions, vessels and tows shall position themselves 

so as to minimize approach time when signaled to do so.

(i) Stations while awaiting access through navigable pass. 

When navigable dams are up or are in the process of being raised 

or lowered, vessels desiring to use the pass shall wait outside the 

limits of the approach points unless authorized otherwise by the 

lockmaster.

(j) Signals. 

Signals from vessels shall ordinarily be by whistle; signals from 

locks to vessels shall be by whistle, another sound device, or 

visual means. When a whistle is used, long blasts of the whistle 

shall not exceed 10 seconds and short blasts of the whistle shall 

not exceed 3 seconds. Where a lock is not provided with a sound or 

visual signal installation, the lockmaster will indicate by voice or 

by the wave of a hand when the vessel may enter or leave the 

lock. Vessels must approach the locks with caution and shall not 

enter nor leave the lock until signaled to do so by the lockmaster. 

The following lockage signals are prescribed:

(1) Sound signals by means of a whistle. These signals apply at 

either a single lock or twin locks.

(i) Vessels desiring lockage shall on approaching a lock give 

the following signals at a distance of not more than one 

mile from the lock;

(a) If a single lockage only is required: One long blast 

of the whistle followed by one short blast.

(b) If a double lockage is required: One long blast of 

the whistle followed by two short blasts.

(ii) When the lock is ready for entrance, the lock will give 

the following signals:

(a) One long blast of the whistle indicates permission 

to enter the lock chamber in the case of a single 

lock or to enter the landward chamber in the case 

of twin locks.

(b) Two long blasts of the whistle indicates permission 

to enter the riverward chamber in the case of twin 

locks.

(iii) Permission to leave the locks will be indicated by the 

following signals given by the lock:

(a) One short blast of the whistle indicates permission 

to leave the lock chamber in the case of a single 

lock or to leave the landward chamber in the case 

of twin locks.

(b) Two short blasts of the whistle indicates permission 

to leave the riverward chamber in the case of twin 

locks.

(iv) Four or more short blasts of the lock whistle delivered in 

rapid succession will be used as a means of attracting 

attention, to indicate caution, and to signal danger. This

signal will be used to attract the attention of the captain 

and crews of vessels using or approaching the lock or 

navigating in its vicinity and to indicate that something 

unusual involving danger or requiring special caution is 

happening or is about to take place. When this signal is 

given by the lock, the captains and crews of vessels in 

the vicinity shall immediately become on the alert to 

determine the reason for the signal and shall take the 

necessary steps to cope with the situation.

(2) Lock signal lights. At locks where density of traffic or other 

local conditions make it advisable, the sound signals from the 

lock will be supplemented by signal lights. Flashing lights 

(showing a one-second flash followed by a two-second eclipse) 

will be located on or near each end of the land wall to control 

use of a single lock or of the landward lock of double locks. In 

addition, at double locks, interrupted flashing lights 

(showing a one-second flash, a one-second eclipse and a onesecond flash, followed by a three-second eclipse) will be 

located on or near each end of the intermediate wall to 

control use of the riverward lock. Navigation will be governed 

as follows:

(i) Red light. Lock cannot be made ready immediately. 

Vessel shall stand clear.

(ii) Amber light. Lock is being made ready. Vessel may 

approach but under full control.

(iii) Green light. Lock is ready for entrance. 

(iv) Green and amber. Lock is ready for entrance but gates 

cannot be recessed completely. Vessel may enter under 

full control and with extreme caution.

(3) Radio communications. VHF-FM radios, operating in the 

FCC authorized Maritime Band, have been installed at all 

operational locks (except those on the Kentucky River and 

Lock 3, Green River). Radio contact may be made by any 

vessel desiring passage. Commercial tows are especially 

requested to make contact at least one half hour before 

arrival in order that the pilot may be informed of current 

river and traffic conditions that may affect the safe passage 

of his tow. All locks monitor 156.8 MHz (Ch. 16) and 156.65 

MHz (Ch. 13) and can work 156.65 MHz (Ch. 13) and 156.7 

MHz (Ch. 14) Ch. 16 is the authorized call, reply and distress

frequency, and locks are not permitted to work on this 

frequency except in an emergency involving the risk of 

immediate loss of life or property. Vessels may call and work 

Ch. 13, without switching, but are cautioned that vessel to 

U.S. ARMY CORPS OF ENGINEERS MISSISSIPPI VALLEY DIVISION

2012 REGULATIONS: RIVERS AND HARBORS ACT - 1917 SHEET E

GREAT LAKES & OHIO RIVER DIVISION
lock traffic must not interrupt or delay Bridge to Bridge 

traffic which has priority at all times.

(k) Rafts. 

Rafts to be locked through shall be moored in such manner as not 

to obstruct the entrance of the lock, and if to be locked in sections, 

shall be brought to the lock as directed by the lockmaster. After 

passing the lock the sections shall be reassembled at such 

distance beyond the lock as not to interfere with other vessels.

(l) Entrance to and exit from locks. In case two or more boats or 

tows are to enter for the same lockage, their order of entry 

shall be determined by the lockmaster. Except as directed by

the lockmaster, no boat shall pass another in the lock. In no 

case will boats be permitted to enter or leave the locks until 

directed to do so by the lockmaster. The sides of all craft 

passing through any lock shall be free from projections of any 

kind which might injure the lock walls. All vessels shall be 

provided with suitable fenders, and shall be used to protect 

the lock and guide walls until it has cleared the lock and 

guide walls.

(m) Mooring

(1) At locks. 

(i) All vessels when in the locks shall be moored as directed 

by the lockmaster. Vessels shall be moored with bow 

and stern lines leading in opposite directions to prevent 

the vessel from “running” in the lock. All vessels will 

have one additional line available on the head of the tow 

for emergency use. The pilothouse shall be attended by 

qualified personnel during the entire locking procedure. 

When the vessel is securely moored, the pilot shall not 

cause movement of the propellers except in emergency 

or unless directed by the lockmaster. Tying to lock 

ladders is strictly prohibited.

(ii) Mooring of unattended or non-propelled vessels or small 

craft at the upper or lower channel approaches will not 

be permitted within 1200 feet of the lock.

(2) Outside of locks. 

(i) No vessel or other craft shall regularly or permanently 

moor in any reach of a navigation channel. The 

approximate centerline of such channels are marked as 

the sailing line on Corps of Engineers' navigation charts. 

Nor shall any floating craft, except in an emergency,

moor in any narrow or hazardous section of the 

waterway. Furthermore, all vessels or other craft are 

prohibited from regularly or permanently mooring in

any section of navigable waterways which are congested 

with commercial facilities or traffic unless it is moored 

at facilities approved by the Secretary of the Army or his 

authorized representative. The limits of the congested 

areas shall be marked on Corps of Engineers' navigation 

charts. However, the District Engineer may authorize in 

writing exceptions to any of the above if, in his 

judgment, such mooring would not adversely affect 

navigation and anchorage.

(ii) No vessel or other craft shall be moored to railroad 

tracks, to riverbanks in the vicinity of railroad tracks 

when such mooring threatens the safety of equipment 

using such tracks, to telephone poles or power poles, or 

to bridges or similar structures used by the public.

(iii) Except in case of great emergency, no vessel or craft 

shall anchor over revetted banks of the river, and no 

floating plant other than launches and similar small 

craft shall land against banks protected by revetment 

except at regular commercial landings. In all cases,

every precaution to avoid damage to the revetment 

works shall be exercised. The construction of log rafts 

along mattressed or paved banks or the tying up and 

landing of log rafts against such banks shall be 

performed in such a manner as to cause no damage to 

the mattress work or bank paving. Generally, mattress 

work extends out into the river 600 feet from the low 

water line.

(iv) Any vessel utilizing a federally constructed mooring 

facility (e.g., cells, buoys, anchor rings) at the points 

designated on the current issue of the Corps' navigation 

charts shall advise the lockmaster at the nearest lock 

from that point by the most expeditious means.

(n) Draft of vessels. 

No vessel shall attempt to enter a lock unless its draft is at least 

three inches less than the least depth of water over the guard 

sills, or over the gate sills if there be no guard sills. Information 

concerning controlling depth over sills can be obtained from the

lockmaster at each lock or by inquiry at the office of the district 

engineer of the district in which the lock is located.

(o) Handling machinery. 

No one but employees of the United States shall move any lock

machinery except as directed by the lockmaster. Tampering or 

meddling with the machinery or other parts of the lock is strictly 

forbidden.

(p) Refuse in locks. 

Placing or discharging refuse of any description into the lock, on 

lock walls or esplanade, canal or canal bank is prohibited.

(q) Damage to locks or other work. 

To avoid damage to plant and structures connected with the

construction or repair of locks and dams, vessels passing 

structures in the process of construction or repair shall reduce 

their speed and navigate with special caution while in the vicinity 

of such work. The restrictions and admonitions contained in these 

regulations shall not affect the liability of the owners and 

operators of floating craft for any damage to locks or other

structures caused by the operation of such craft.

(r) Trespass of lock property. 

Trespass on locks or dams or other U.S. property pertaining to the 

locks or dams is strictly prohibited except in those areas 

specifically permitted. Parties committing any injury to the locks 

or dams or to any part thereof will be responsible therefor. Any 

person committing a willful injury to any U.S. property will be 

prosecuted. No fishing will be permitted from lock walls, guide 

walls, or guard walls of any lock or from any dam, except in areas 

designated and posted by the responsible District Engineer as 

fishing areas. Personnel from commercial and recreational craft 

will be allowed on the lock structure for legitimate business

reasons; e.g., crew changes, emergency phone calls, etc.

(s) Restricted areas at locks and dams. 

All waters immediately above and below each dam, as posted by 

the respective District Engineers, are hereby designated as 

restricted areas. No vessel or other floating craft shall enter any 

such restricted area at any time. The limits of the restricted areas 

at each dam will be determined by the responsible District 

Engineer and market by signs and/or flashing red lights installed 

in conspicuous and appropriate places.

(t) [Reserved]

(u) Operations during high water and floods in designated vulnerable 

areas. 

Vessels operating on these waters during periods when river 

stages exceed the level of “ordinary high water”, as designated on 

Corps of Engineers' navigation charts, shall exercise reasonable 

care to minimize the effects of their bow waves and propeller 

washes on river banks; submerged or partially submerged 

structures or habitations; terrestrial growth such as trees and 

bushes; and man-made amenities that may be present. Vessels 

shall operate carefully when passing close to levees and other 

flood protection works, and shall observe minimum distances from 

U.S. ARMY CORPS OF ENGINEERS MISSISSIPPI VALLEY DIVISION

2013 REGULATIONS: RIVERS AND HARBORS ACT - 1917

GREAT LAKES & OHIO RIVER DIVISION

SHEET F
banks which may be prescribed from time to time in Notices to 

Navigation Interests. Pilots should exercise particular care not to 

direct propeller wash at river banks, levees, revetments, 

structures or other appurtenances subject to damage from wave 

action.

(v) Navigation lights for use at all locks. 

(1) At locks at all fixed dams and at locks at all movable dams 

when the dams are up so that there is no navigable pass 

through the dam, the following navigation lights will be

displayed during hours of darkness:

(i) Three green lights visible through an arc of 360 deg. 

arranged in a vertical line on the upstream end of the 

river (guard) wall unless the intermediate wall extends 

farther upstream. In the latter case, the lights will be 

placed on the upstream end of the intermediate wall.

(ii) Two green lights visible through an arc of 360 deg. 

arranged in a vertical line on the downstream end of the 

river (guard) wall unless the intermediate wall extends 

farther downstream. In the latter case, the lights will be 

placed on the downstream end of the intermediate wall.

(iii) A single red light, visible through an arc of 360 deg. on 

each end (upstream and downstream) of the land (guide) 

wall.

(2) At movable dams when the dam has been lowered or partly 

lowered so that there is an unobstructed navigable pass 

through the dam, the navigation lights indicated in the

following paragraphs will be displayed during hours of 

darkness until lock walls and weir piers are awash.

(i) Three red lights visible through an arc of 360 deg. 

arranged in a vertical line on the upstream end of the 

river (guard) wall.

(ii) Two red lights visible through an arc of 360 deg. 

arranged in a vertical line on the downstream end of the 

river (guard) wall.

(iii) A single red light visible through an arc of 360 deg. on 

each end (upstream and downstream) of the land (guide) 

wall.

(3) After lock walls and weir piers are awash they will be 

marked as prescribed in paragraph (x) of this section.

(4) If one or more bear traps or weirs are open or partially open, 

and may cause a set in current conditions at the upper 

approach to the locks, this fact will be indicated by displaying

a white circular disk 5 feet in diameter, on or near the light 

support on the upstream end of the land (guide) wall during 

the hours of daylight, and will be indicated during hours of 

darkness by displaying a white (amber) light vertically under 

and 5 feet below the red light on the upstream end of the 

land (guide) wall.

(5) At Locks No. 1 and 2, Green River, when the locks are not in 

operation because of high river stages, a single red light 

visible through an arc of 360 deg. will be displayed on each 

end (upstream and downstream) of the lock river (guard) will 

at which time the lights referred to above will not be visible.

(w) [No longer applicable]

(x) Buoys at movable dams. 

(1) Whenever the river (guard) wall of the lock and any portion 

of the dam are awash, and until covered by a depth of water 

equal to the project depth, the limits of the navigable pass

through the dam will be marked by buoys located at the 

upstream and downstream ends of the river (guard) wall, and 

by a single buoy over the end or ends of the portion or 

portions of the dam adjacent to the navigable pass over 

which project depth is not available. A red nun-type buoy will 

be used for such structures located on the left-hand side 

(facing downstream) of the river and a black can-type buoy 

for such structures located on the right-hand side. Buoys will 

be lighted, if practicable.

(2) Where powerhouses or other substantial structures 

projecting considerably above the level of the lock wall are 

located on the river (guard) wall, a single red light located on 

top of one of these structures may be used instead of river 

wall buoys prescribed above until these structures are 

awash, after which they will be marked by a buoy of 

appropriate type and color (red nun or black can buoy) until 

covered by a depth of water equal to the project depth. Buoys

will be lighted, if practicable.

(y) Vessels to carry regulations. A copy of these regulations shall be 

kept at all times on board each vessel regularly engaged in 

navigating the rivers to which these regulations apply. Copies 

may be obtained from any lock office or District Engineer's office 

on request. Masters of such vessels are encouraged to have on 

board copies of the current edition of appropriate navigation 

charts.

NOTE: These regulations are those in effect 31 July 1975.

U.S. ARMY CORPS OF ENGINEERS MISSISSIPPI VALLEY DIVISION

2012 REGULATIONS: RIVERS AND HARBORS ACT - 1917 SHEET G

GREAT LAKES & OHIO RIVER DIVISION
ACT OF MARCH 3, 1899 

[As Amended Through P.L. 106–580, Dec. 29, 2000]

(Commonly Known as THE “RIVERS AND HARBORS APPROPRIATION ACT OF 1899”) 

(Sections 15, 16, 19 & 20)

CHAP. 425.—An Act Making appropriations for the construction, repair, and

preservation of certain public works on rivers and harbors, and for other purposes.

* * * * * * *

SECTION 15

 

That it shall not be lawful to tie up or anchor vessels or other craft in navigable 

channels in such a manner as to prevent or obstruct the passage of other vessels or 

craft; or to sink, or permit or cause to be sunk, vessels or other craft in navigable 

channels; or to float loose timber and logs, or to float what is known as sack rafts of 

timber and logs in streams or channels actually navigated by steamboats in such 

manners as to obstruct, impede, or endanger navigation. And whenever a vessel, raft, 

or other craft is wrecked and sunk in a navigable channel, it shall be the duty of the 

owner, lessee, or operator of such sunken craft to immediately mark it with a buoy or 

beacon during the day and a lighted lantern at night, and to maintain such marks until 

the sunken craft is removed or abandoned, and the neglect or failure of the said owner, 

lessee, or operator so to do shall be unlawful; and it shall be the duty of the owner, 

lessee, or operator of such sunken craft to commence the immediate removal of the 

same, and prosecute such removal diligently, and failure to do so shall be considered as 

an abandonment of such craft and subject the same to removal by the United States as 

hereinafter provided for. (33 U.S.C. 409)

SECTION 16

That every person and every corporation that shall violate, or that shall knowingly aid, 

abet, authorize, or instigate a violation of the provisions of sections 13, 14, 15, 19, and 

20 of this Act shall be guilty of a misdemeanor, and on conviction thereof shall be 

punished by a fine of up to $25,000 per day, or by imprisonment (in the case of a 

natural person) for not less than thirty days nor more than one year, or by both such 

fine and imprisonment, in the discretion of the court; one-half of said fine to be paid to 

the person or persons giving information which shall lead to conviction. And any and 

every master, pilot, and engineer, or person or persons acting in such capacity, 

respectively, on board of any boat or vessel who shall knowingly ngage in towing any 

scow, boat, or vessel loaded with any material specified in section thirteen of this Act to 

any point or place of deposit or discharge in any harbor or navigable water, elsewhere 

than within the limits defined and permitted by the Secretary of War, or who shall 

willfully injure or destroy any work of the United States contemplated in section 

fourteen of this Act, or who shall willfully obstruct the channel of any waterway in the 

manner contemplated in section fifteen of this Act, shall be deemed guilty of a violation 

of this Act, and shall upon conviction be punished as hereinbefore provided in this 

section, and shall also have his license revoked or suspended for a term to be fixed by 

the judge before whom tried and convicted. And any boat, vessel, scow, raft, or other 

craft used or employed in violating any of the provisions of sections 13, 14, 15, 19, and 

20 of this Act shall be liable for the pecuniary penalties specified in this section, and in 

addition thereto for the amount of the damages done by said boat, vessel, scow, raft, or 

other craft, which latter sum shall be placed to the credit of the appropriation for the 

improvement of the harbor or waterway in which the damage occurred, and said boat, 

vessel, scow, raft, or other craft may be proceeded against summarily by way of libel in 

any district court of the United States having jurisdiction thereof. (33 U.S.C. 411, 412)

U.S. ARMY CORPS OF ENGINEERS MISSISSIPPI VALLEY DIVISION

2013 REGULATIONS: RIVERS AND HARBORS ACT - 1899

GREAT LAKES & OHIO RIVER DIVISION

SHEET H
SECTION 19

(a) That whenever the navigation of any river, lake, harbor, sound, bay, canal, or other 

navigable waters of the United States shall be obstructed or endangered by any sunken 

vessel, boat, water craft, raft, or other similar obstruction, and such obstruction has 

existed for a longer period than thirty days, or whenever the abandonment of such 

obstruction can be legally established in a less space of time, the sunken vessel, boat, 

water craft, raft, or other obstruction shall be subject to be broken up, removed, sold, or 

otherwise disposed of by the Secretary of War at his discretion, without liability for any 

damage to the owners of the same: Provided, That in his discretion, the Secretary of 

War may cause reasonable notice of such obstruction of not less than thirty days, 

unless the legal abandonment of the obstruction can be established in a less time, to be 

given by publication, addressed ‘‘To whom it may concern,’’ in a newspaper published 

nearest to the locality of the obstruction, requiring the removal thereof: And provided 

also, That the Secretary of War may, in his discretion, at or after the time of giving 

such notice, cause sealed proposals to be solicited by public advertisement, giving 

reasonable notice of not less than ten days, for the removal of such obstruction as soon 

as possible after the expiration of the above specified thirty days’ notice, in case it has 

not in the meantime been so removed, these proposals and contracts, at his discretion, 

to be conditioned that such vessel, boat, water craft, raft, or other obstruction, and all 

cargo and property contained therein, shall become the property of the contractor, and 

the contract shall be awarded to the bidder making the proposition most advantageous 

to the United States: Provided, That such bidder shall give satisfactory security to 

execute the work: Provided further, That any money received from the sale of any such 

wreck, or from any contractor for the removal of wrecks, under this paragraph shall be 

covered into the Treasury of the United States. 

(b) The owner, lessee, or operator of such vessel, boat, watercraft, raft, or other 

obstruction as described in this section shall be liable to the United States for the cost 

of removal or destruction and disposal as described which exceeds the costs recovered 

under subsection (a). Any amount recovered from the owner, lessee, or operator of such 

vessel pursuant to this subsection to recover costs in excess of the proceeds from the 

sale or disposition of such vessel shall be deposited in the general fund of the Treasury 

of the United States. (33 U.S.C. 414)

SECTION 20

(a) That under emergency, in the case of any vessel, boat, water craft, or raft, or other 

similar obstruction, sinking or grounding, or being unnecessarily delayed in any 

Government canal or lock, or in any navigable waters mentioned in section nineteen, in 

such manner as to stop, seriously interfere with, or specially endanger navigation, in 

the opinion of the Secretary of War, or any agent of the United States to whom the 

Secretary may delegate proper authority, the Secretary of War or any such agent shall 

have the right to take immediate possession of such boat, vessel, or other water craft, 

or raft, so far as to remove or to destroy it and to clear immediately the canal, lock, or 

navigable waters aforesaid of the obstruction thereby caused, using his best judgment 

to prevent any unnecessary injury; and no one shall interfere with or prevent such 

removal or destruction: Provided, That the officer or agent charged with the removal or 

destruction of an obstruction under this section may in his discretion give notice in 

writing to the owners of any such obstruction requiring them to remove it: And 

provided further, That the actual expense, including administrative expenses, of 

removing any such obstruction as aforesaid shall be a charge against such craft and 

cargo; and if the owners thereof fail or refuse to reimburse the United States for such 

expense within thirty days after notification, then the officer or agent aforesaid may 

sell the craft or cargo, or any part thereof that may not have been destroyed in 

removal, and the proceeds of such sale shall be covered into the Treasury of the United 

States. 

(c) The owner, lessee, or operator of such vessel, boat, watercraft, raft, or other 

obstruction as described in this section shall be liable to the United States for the 

actual cost, including administrative costs, of removal or destruction and disposal as

described which exceeds the costs recovered under subsection (a). Any amount 

recovered from the owner, lessee, or operator of such vessel pursuant to this subsection 

to recover costs in excess of the proceeds from the sale or disposition of such vessel 

shall be deposited in the general fund of the Treasury of the United States. (33 U.S.C. 

415)

U.S. ARMY CORPS OF ENGINEERS MISSISSIPPI VALLEY DIVISION

2012 REGULATIONS: RIVERS AND HARBORS ACT - 1899 SHEET I

GREAT LAKES & OHIO RIVER DIVISION
U.S. AIDS TO NAVIGATION SYSTEM

AS SEEN ENTERING FROM SEAWARD

on the Western River System

SPECIAL MARKS - MAY BE LETTERED

U.S. ARMY CORPS OF ENGINEERS MISSISSIPPI VALLEY DIVISION

2013 USCG AIDS TO NAVIGATION

GREAT LAKES & OHIO RIVER DIVISION

SHEET J
U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSPPI VALLEY DIVISION

2013 Legend SHEET K

Boat Ramp

Barge Facility

Index Number

Buoy- green, can

Buoy-red, nun

Coast Guard

Station

Daymark- NG

Daymark- NR

Daymark- SG

Daymark- TR

Water Level Gauge Flow Arrow

Powerline Tower

Gaming Boat/

Casino

Light- Green

Light- Red

Light- White

Light- Yellow

Marina

Mooring Cell/

Dolphin/

Fender

River Mile Tank

Water Intake

Water Outfall

WreckVisible

USACE

Building

Bridge

Bridge Pier

Built Up

Areas

Submerged Utility

Caution Area

Dam/Lock Wall

Docks/Wharfs (Area)

Land

LandPublic Land

Lock Chamber

Project Depth

Restricted Area Shallow Depth

CableOverhead

Conveyor

County

Boundary

Dock/Wharfs (Line)

Ferry Crossing

Levee/

Flood Wall

Match Line

PipelineOverhead

Railroad

River/ Stream

Road- Primary

Road- Secondary

Road- Tertiary

Road- Unimproved

Sailing Line

Primary

Sailing Line

Secondary

Shoreline

State Boundary

WreckSubmerged

%

Z

<<

p

¤!

(

(

"

Va

GREAT LAKES & OHIO RIVER DIVISION

AIDS TO NAVIGATION

"

"vx

NAVIGATION FACILITIES

187

#

HAZARDS

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! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !

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! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !

! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !

TRANSPORTATION LAND COVER

BOUNDARIES

Corps of Engineers

District Boundary

Bridge Profile

Index Number

187
!

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!

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Û

Grafton

Hardin

Pearl

Beardstown

White Hall

Batchtown

Bluffs

Carrollton

Chapin

Glasgow

Kampsville

Roodhouse

Otterville

Alsey

Exeter

Hillview

Winchester

Meredosia

Versailles

Griggsville

Naples

Time

Patterson

Arenzville

Winfield

Hamburg

Brussels

Milton

Elsberry

Detroit

Concord

Foley

Fieldon

Florence

Eldred

Old Monroe

Valley

City

Ripley

Lynnville

Perry

LaGrange

Lock & Dam Û

MIS

SIS

SIP PI

RIVER

LA MOINE

RIVER

ILLINOIS

MISSOURI

2 1

4

9

5

6

8

7

23

21

19

18

17

16

15

14

13

12

11

10

3

28

27

26

25

24

22

20

29

30

5

10

15

20

25

30

35

45

50

55

60

65

70

75

80

85

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

2013 0 10 20 30 Miles SHEET L

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

Û

Û

Peoria

Pekin

East

Peoria

Canton

Morton

Bartonville

Washington

Mossville

Creve

Coeur

Havana

Beardstown

Manito

Bellevue

Peoria

Heights

Lewistown

Elmwood

Virginia

Princeville

West

Peoria

Glasford

Farmington

North Pekin

Cuba

Kilbourne

Kingston Mines

Ashland

Astoria

Brimfield

Germantown Hills

Bath

Mapleton

Chandlerville

Dunlap

Spring Bay

Marquette Heights

Banner

Yates City

Norris

Forest City

Hanna City

Bryant

South Pekin

Easton

St David

Browning

Oakford

Green Valley

Norwood

Ipava

Topeka

Dunfermline

Metamora

Liverpool

LaGrange

Lock & Dam

Peoria Lock & Dam

Û

Û

KICKAPOO CREEK

M A C K I N A W R I V E R

S P O O N R I V E R

S A N G A M O N

R I V E R

LA MOINE

RIVER

58

55

54

53

52

51

47

46

45

44

43

42

41

40

39

38

36

33

32

31

30

29

59

57

56

49

48

50

35

34

37 37A

85

90

95

155

100

105

110

115

120

125

145

150

160

165

175

130

135

140

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

Û

Û

Û

Û

Peru

Morris

Ottawa

Peoria

Marseilles

Streator

La Salle

Hennepin

Chillicothe

Mossville

Oglesby

Seneca

De Pue

Plano

Spring

Valley

Ladd

Lacon

Coal City

Henry

Tonica

Sheridan

Toluca

Dalzell

North

Utica

Newark

Ransom

Hopewell

Mark

Granville

Bureau

Junction

Cedar Point

Mazon

Wenona

Washburn

Wyoming

Sparland

Lisbon

Standard

Tiskilwa

Lostant

Varna

Millington

Seatonville

Bradford

Kangley

Grand Ridge

Troy Grove

Magnolia

Rutland

La Rose

Mcnabb

Verona

Carbon Hill

Naplate

Leonore

Kinsman

Millbrook

Hollowayville

Marseilles Lock & Dam

Starved Rock Lock & Dam

Dresden Lock & Dam

Û

Û

Û

K

FOX

RIVER

VERMILLION RIVER

EEK

89

88

80

72

75

69

60

90

81

84

85

79

78

73

74

71

76

77

70 68

67

66

65

64

63

62

61

59

58

87

86

82

83

57

245

175

180

185

190

195

200 205

210

220

225

235

250

230

255

240

260

265

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

!

Chicago

Joliet

Aurora

Homer Glen

Romeoville

Skokie

Alsip

Naperville

Plainfield

Bolingbrook

Oswego

Orland Park

Frankfort

Hammond

Lisle

Morris

Wheaton

Niles

East

Chicago

Lombard

Elmhurst

Crest Hill

Darien

Yorkville

Matteson

Tinley Park

Lockport

Mokena

Downers Grove

Cicero

Lemont

Channahon

Harvey

Oak Brook

Oak Lawn

Evanston

Addison

Woodridge

Dolton

Minooka

Lansing

Park Ridge

Burr Ridge

Wilmette

Shorewood

Glen Ellyn

Calumet

City

Markham

Manhattan

Hinsdale

Berwyn

South Holland

Homewood

Oak Forest

Oak Park

Burbank

Bedford Park

Villa Park

Bensenville

Westmont

Riverdale

Chicago Heights

Essex

Justice

Palos Hills

Worth

Lyons

Braidwood

Morton Grove

Blue Island

Bridgeview

Park Forest

Mccook

Flossmoor

Montgomery

Franklin Park

Warrenville

Glenwood

Maywood

Hazel Crest

Melrose Park

Crestwood

Brookfield

Northlake

Richton Park

Summit Hillside

Palos Heights

Westchester

Thornton

H Midlothian odgkins

Willow

Springs

Coal City

Country Club Hills

La Grange

Stickney

Countryside

Lincolnwood

Riverside

Hickory Hills

Schiller Park River Forest

Whiting

River Grove

Norridge

Evergreen Park

Willowbrook

Posen

Olympia Fields

Rosemont

Diamond

Monee

Godley

University Park

Rockdale

Braceville

Newark

Forest View

Golf

Wilmington

Clarendon Hills

Gardner

Orland Hills

New Lenox

Calumet Park

Mazon

Palos Park

Lisbon

Harwood Heights

Elwood

Sheridan

South Wilmington

Symerton

Millbrook

Dresden Lock & Dam

Brandon Road

Lock & Dam

Lockport Lock & Dam

G

T.J. O'Brien

Lock & Dam

Chicago Lock &

Controlling Works

Û

Û

Û

Û

L A K E

M I C H I G A N

D E S P L A I N E S R I V E R

DUPAG E

RI VER

K A N K A K E E

R I V E R

FOX

INDIANA

ILLINOIS

95

94

93

90

89

88

99

96

91

92

110

109

108

107

102

101

100

122

120

121

117

118

119

98

97

87

112 111

106

103 113

114

115

116

295

300

310

315

320

285

260

265

320 330

270

275

280

325

325

330

335

105

104

86

3

3

3 3

GREAT LAKES & OHIO RIVER DIVISION

MAP INDEX OF CHARTS
220

219

218

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 0.0 TO 2.1

1

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 2.1 TO 5.3

2

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 4.8 TO 7.9

3

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 7.9 TO 10.9

4

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 10.9 TO 14.2

5

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 14.2 TO 17.1

6

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 17.2 TO 20.0

7

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

2

1

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 20.1 TO 23.2

8

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 23.2 TO 26.6

9

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 26.6 TO 29.5

10

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
3

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 29.6 TO 32.6

11

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 32.6 TO 35.5

12

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 35.5 TO 38.5

13

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 38.5 TO 41.3

14

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

4

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 41.4 TO 44.3

15

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 44.4 TO 47.3

16

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 47.3 TO 50.3

17

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 50.3 TO 53.1

18

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

5

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 53.2 TO 56.1

19

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
6

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 56.1 TO 59.0

20

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 21A 2013

GREAT LAKES & OHIO RIVER DIVISION

1 2 3

Valley City Highway Dual Bridges

Horizontal Clearance: 539.4 ft

Vertical Clearance above Pool Stage: 72.7 ft

Low Steel Elevation: 491.6 ft

Valley City Highway Dual Bridges

Horizontal Clearance: 531.1 ft

Vertical Clearance above Pool Stage: 72.7 ft

Low Steel Elevation: 491.6 ft

Norfolk and Western Railroad Bridge

Horizontal Clearance: 300.6 ft

Vertical Clearance above Pool Stage: 33.2 / 79.3 ft

Low Steel Elevation: 452.1 / 498.2 ft

Channel 

Span

Channel 

Span

Channel Span
1

3

2

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 59.1 TO 62.0

21

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
9

8

7

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 62.1 TO 64.9

22

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
10

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 65.0 TO 67.9

23

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
13

12

11

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 68.0 TO 70.8

24

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

15

14

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 70.6 TO 73.9

25

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 73.8 TO 76.9

26

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 76.9 TO 79.8

27

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 28A 2013

(!

(!

d

d

6

(!

!

(!

(!

(!

(!

*** (

!

(!

(!

(!

(!

*** (!

(

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(!(!

(!

(!(!

(!

y !

(!

(!

(! *** (!

(!

(!

(!

(

îí

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(!

y (!

(!

(!

(!

(!

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(!

(!

(!

(!

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(!

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(!

(!

(!

(!

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(!

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(! (!

(!

(!

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Illinois River

Three red lights shown

when there is a navigable

pass through the dam

Three green lights shown

when there is no navigable

pass through the dam

Two red lights shown

when there is a navigable

pass through the dam

Two green lights shown

when there is no navigable

pass through the dam Lock Signal Lights

(Upstream & Downstream) La Grange Lock

0 200 400 600 800 1,000 1,200 Feet

îí

y

y Lock Signal

dd

dd

6 Dam Open Lights

d

d

6 Outdraft Warning Light

!( Bollard

*** Ladder

Ù

GREAT LAKES & OHIO RIVER DIVISION

kÇ

kÇ

kÇ

kÇ

kÇ

kÇ

kÇ

kÇ

kÇ

kÇ

kÇ

kÇ

kÇ
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 79.8 TO 82.7

28

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 82.7 TO 86.1

29

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
2

1

19

18

17

16

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 83.6 TO 89.4

30

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span

Channel Span
20

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 89.4 TO 92.5

31

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 92.5 TO 95.7

32

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 95.7 TO 98.9

33

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 99.0 TO 102.0

34

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 102.0 TO 105.0

35

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 105.0 TO 108.6

36

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 108.6 TO 111.6

37 - 37A

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

37

37A
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 111.5 TO 114.9

38

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 114.9 TO 117.8

39

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

27

25 26

24

23

22

21

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 117.8 TO 120.8

40

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
28

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 120.8 TO 123.8

41

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 123.8 TO 126.9

42

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 127.0 TO 130.0

43

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 130.0 TO 132.9

44

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 132.8 TO 135.9

45

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 136.0 TO 139.0

46

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 139.0 TO 141.9

47

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 141.9 TO 144.8

48

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
34

33

32

31

30

29

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 144.8 TO 147.7

49

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 147.7 TO 151.0

50

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
2

1

42

41

40

39

38

37

35

36

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 150.2 TO 154.2

51

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span

Channel Span
43 44

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 154.1 TO 157.1

52

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY GREAT LAKES & OHIO RIVER DIVISION

SUPPLEMENTAL CHART NO. 53A 2013

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Illinois River

Three red lights shown

when there is a navigable

pass through the dam

Three green lights shown

when there is no navigable

pass through the dam

Two red lights shown

when there is a navigable

pass through the dam

Three green lights shown

when there is no navigable

pass through the dam Lock Signal Lights

(Upstream & Downstream)

Peoria Lock

0 200 400 600 800 1,000 1,200 Feet

îí

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dd

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6 Dam Open Lights

d

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6 Outdraft Warning Light

!( Bollard

*** Ladder

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MISSISSIPPI VALLEY DIVISION

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1

I-474 Dual Bridges

Horizontal Clearance: 500.0 ft

Vertical Clearance above Pool Stage: 65.0 ft

Low Steel Elevation: 505.0 ft

Channel Span
1

51

53

52

50

49

48 47

46

45

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 157.1 TO 160.4

53

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 54A 2013

GREAT LAKES & OHIO RIVER DIVISION

1 2 3

4

Peoria & Pekin Union Railroad Drawbridge

Horizontal Clearance: 307.0 ft

Vertical Clearance above Pool Stage: 19.8 / 63.7 ft

Low Steel Elevation: 459.8 / 503.7 ft

Cedar Street Bridge

Horizontal Clearance: 280.0 ft

Vertical Clearance above Pool Stage: 79.3 ft

Low Steel Elevation: 519.3 ft

Bob Michel Bridge

Horizontal Clearance: 309.9 ft

Vertical Clearance above Pool Stage: 67.3 ft

Low Steel Elevation: 503.7 ft

Murray Baker Bridge

Horizontal Clearance: 500.0 ft

Vertical Clearance above Pool Stage: 65.6 ft

Low Steel Elevation: 505.6 ft

Channel Span

Channel Span

Channel Span

Channel Span
4

3

2

1

59

58

57

56

55

54

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 160.5 TO 163.4

54

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI VALLEY DIVISION

SUPPLEMENTAL CHART NO. 55A 2013

1

McClugage Dual Bridge

Horizontal Clearance: 411.0 ft

Vertical Clearance above Pool Stage: 66.4 ft

Low Steel Elevation: 506.4 ft

Channel Span
1

60

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 163.0 TO 166.1

55

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 165.8 TO 168.7

56

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 168.6 TO 171.7

57

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
61

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 170.9 TO 173.8

58

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 173.5 TO 176.5

59

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 176.5 TO 178.7

60

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
62

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 178.4 TO 181.5

61

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 181.5 TO 184.4

62

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 184.4 TO 187.3

63

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

68

67 66

64 65

63

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 187.3 TO 190.2

64

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
70

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 190.0 TO 192.9

65

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 192.8 TO 195.7

66

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

72

71

69

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 195.7 TO 198.9

67

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 198.9 TO 201.9

68

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 201.9 TO 204.8

69

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
76

75

74

73

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 204.8 TO 207.7

70

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

80

79

78

77

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 207.7 TO 210.7

71

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
82

81

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 210.7 TO 213.5

72

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 213.5 TO 216.7

73

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

83

86

84

85

83

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 216.8 TO 219.6

74

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
90

89 88

87

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 219.6 TO 222.6

75

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 76A 2013

GREAT LAKES & OHIO RIVER DIVISION

1 2 3

4

Peru Highway Bridge

Horizontal Clearance: 400.0 ft

Vertical Clearance above Pool Stage: 65.0 ft

Low Steel Elevation: 505.2 ft

La Salle Highway Bridge

Horizontal Clearance: 360.0 ft

Vertical Clearance above Pool Stage: 64.9 ft

Low Steel Elevation: 505.2 ft

Illinois Central Railroad Bridge

Horizontal Clearance: 260.0 ft

Vertical Clearance above Pool Stage: 64.4 ft

Low Steel Elevation: 504.7 ft

Abraham Lincoln Memorial Bridge

Horizontal Clearance: 582.0 ft

Vertical Clearance above Pool Stage: 66.3 ft

Low Steel Elevation: 506.6 ft

Channel Span Channel Span Channel Span

Channel Span
4

3

2

1

94

92 93

91

95

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 222.6 TO 226.4

76

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
THIS PAGE INTENTIONALLY LEFT BLANK
98

97

96

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 226.3 TO 229.4

77

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 78A 2013

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Illinois River

Upstream

Lock Lights

Downstream

Lock Signal Lights Lock Lights

(Upstream & Downstream)

Illinois River

Upstream

Lock Lights

Downstream

Lock Signal Lights Lock Lights

(Upstream & Downstream) Starved Rock Lock

0 200 400 600 800 1,000 1,200 Feet

îí

y

y Lock Signal

d

d

6 Small Boat Lock Signal Lights

d

d

6 Outdraft Warning Light

!( Bollard

n Floating Mooring Bit

*** Ladder

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GREAT LAKES & OHIO RIVER DIVISION

1

Utica Highway Bridge

Horizontal Clearance: 356.0 ft

Vertical Clearance above Pool Stage: 65.7 ft

Low Steel Elevation: 506.0 ft

Channel Span
1

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 229.4 TO 232.6

78

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
THIS PAGE INTENTIONALLY LEFT BLANK
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 232.6 TO 235.6

79

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
99

104

105

101

100

103

102

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 235.7 TO 238.9

80

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
2

1

106

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 239.0 TO 241.9

81

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 82-83A 2013

!( !( !( !( !( !( !( !( !( !( !( !(

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Illinois River

Upstream

Lock Lights

Downstream

Lock Signal Lights Lock Lights

(Upstream & Downstream)

Marseilles Lock

0 200 400 600 800 1,000 1,200 Feet

îí

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d

d

6 Small Boat Lock Signal Lights

d

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6 Outdraft Warning Light

!( Bollard

n Floating Mooring Bit

*** Ladder

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GREAT LAKES & OHIO RIVER DIVISION

1

Marseilles Bridge

Horizontal Clearance: 254.0 ft

Vertical Clearance above Pool Stage: 48.9 ft

Low Steel Elevation: 531.7 ft

Channel Span
109

108

107

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 242.0 TO 247.9

1

82 - 83

82

83

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
114

115

113 112

111

110

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 247.8 TO 250.8

84

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
2

1

118

117

116

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 250.9 TO 254.2

85

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span

Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 254.2 TO 257.1

86 - 87

86

87

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
122

121

120

119

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 260.1 TO 263.0

88

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

127

126

125

124

123

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 263.0 TO 265.9

89

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 265.9 TO 268.8

90

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 91A 2013

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Illinois River

Upstream

Lock Lights

Downstream

Lock Lights Lock Signal Lights

(Upstream & Downstream)

Dresden Island Lock

0 200 400 600 800 1,000 1,200 Feet

îí

y

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d

d

6 Small Boat Lock Signal Lights

d

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6 Outdraft Warning Light

!( Bollard

n Floating Mooring Bit

*** Ladder

Ù

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GREAT LAKES & OHIO RIVER DIVISION

1

Elgin Joliet and Eastern Railroad Drawbridge

Horizontal Clearance: 300.1 ft

Vertical Clearance above Pool Stage: 30.9 / 60.9 ft

Low Steel Elevation: 513.7 / 541.7 ft

Channel Span
1

128

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 268.8 TO 271.8

91

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
129

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 271.7 TO 275.7

92

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

139

138

137

136

135

134

133

132 131 130

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 275.7 TO 278.7

93

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span
142

144

143

145

140

141

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 278.7 TO 281.9

94

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
1

146

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 282.0 TO 284.9

95

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 96A 2013

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Des Plaines River

Upstream

Lock Lights

Lock Signal Lights

(Upstream & Downstream)

Downstream

Lock Lights Brandon Road Lock

0 200 400 600 800 1,000 1,200 Feet

îí

y

y Lock Signal

d

d

6 Small Boat Lock Signal Lights

d

d

6 Outdraft Warning Light

!( Bollard

n Floating Mooring Bit

*** Ladder

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kÇ

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GREAT LAKES & OHIO RIVER DIVISION

3

1 2

4 5

6

Commonwealth- Edison Suspension Bridge

Horizontal Clearance: 362.7 ft

Vertical Clearance above Pool Stage: 52.2 ft 

Low Steel Elevation: 556.7 ft

Brandon Road Drawbridge

Horizontal Clearance: 110.0 ft

Vertical Clearance above Pool Stage: 17.8 / 66.9 ft 

Low Steel Elevation: 522.3 / 571.4 ft

I-80 Bridge

Horizontal Clearance: 300.0 ft

Vertical Clearance above Pool Stage: 47.4 ft 

Low Steel Elevation: 585.9 ft

McDonough Street Drawbridge

Horizontal Clearance: 150.0 ft

Vertical Clearance above Pool Stage: 17.0 / 47.5 ft 

Low Steel Elevation: 555.5 / 586.0 ft

Chicago, Rock Island and Pacific Railway Drawbridge

Horizontal Clearance: 150.0 ft

Vertical Clearance above Pool Stage: 10.0/ 58.6 ft 

Low Steel Elevation: 548.5 / 597.1 ft

Jefferson Street Drawbridge

Horizontal Clearance: 150.0 ft

Vertical Clearance above Pool Stage: 17.1 / 47.5 ft

Low Steel Elevation: 555.6 / 586.0 ft

Channel Span

Channel Span

Channel Span

Channel Span

Channel Span

Channel Span
6

5

4

3

2

1

148

147

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 284.8 TO 288.0

96

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 97-98A 2013

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MWRD Lock (Closed)

Chicago Saintary & Ship Canal

Downstream

Lock Lights

Upstream

Lock Signal Lights Lock Lights

(Upstream & Downstream)

Lockport Lock

0 200 400 600 800 1,000 1,200 Feet

îí

y

y Lock Signal Lights

d

d

6 Small Boat Lock Signal Lights

d

d

6 Outdraft Warning Light

!( Bollard

n Floating Mooring Bit

*** Ladder

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kÇ

kÇ

kÇ kÇ

kÇ

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GREAT LAKES & OHIO RIVER DIVISION

1 2

3 4 5

Cass Street Drawbridge

Horizontal Clearance: 150.0 ft

Vertical Clearance above Pool Stage: 17.1 / 47.5 ft 

Low Steel Elevation: 555.6 / 586.0 ft

Jackson Street Drawbridge

Horizontal Clearance: 150.0 ft

Vertical Clearance above Pool Stage: 17.1 / 47.5 ft

Low Steel Elevation: 555.6 / 586.0 ft

Ruby Street Drawbridge

Horizontal Clearance: 200.0 ft

Vertical Clearance above Pool Stage: 17.1 / 47.5 ft

Low Steel Elevation: 555.6 / 586.0 ft

Elgin Joliet and Eastern Railroad Drawbridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 27.1 / 51.9 ft 

Low Steel Elevation: 565.6 / 590.4 ft

Lockport Ninth Street Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 48.2 ft 

Low Steel Elevation: 625.7 ft

Channel Span Channel Span

Channel Span

Channel Span

Channel Span
4

3

2

1

150

149

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 287.8 TO 293.6

5

152

151

97 - 98

97

98

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
2

1 156

155

154

153

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 293.5 TO 296.4

99

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span Channel Span
2

1

157

165

164

163

162

161

160

159

158

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 296.4 TO 299.4

100

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span

Channel Span
1 2

175 176

174

173

172

171 169 170

168

167

166

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 299.4 TO 302.2

101

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span Channel Span
4

3

2

1

179

180

178

177

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 302.2 TO 305.4

102

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span Channel Span

Channel Span Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 103-104A 2013

GREAT LAKES & OHIO RIVER DIVISION

1 2 3

Willow Springs Highway Bridge

Horizontal Clearance: 160.0 ft

Vertical Clearance above Pool Stage: 41.2 ft

Low Steel Elevation: 618.7ft

Illinois State Toll Highway Bridge (I-294)

Horizontal Clearance: 240.0 ft

Vertical Clearance above Pool Stage: 41.5 ft

Low Steel Elevation: 619.0 ft

Mannheim Road (Justic Highway) Bridge

Horizontal Clearance: 270.4 ft

Vertical Clearance above Pool Stage: 40.5 ft

Low Steel Elevation: 618.0 ft

Channel Span

Channel Span Channel Span
1 181

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 305.2 TO 310.9

2

3

184

183

182

103 - 104

103

104

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 105-106A 2013

GREAT LAKES & OHIO RIVER DIVISION

1 2 3

4 5 6

7

Baltimore and Ohio, Chicago Terminal Railroad Bridge

Horizontal Clearance: 133.7 ft

Vertical Clearance above Pool Stage: 19.5 ft

Low Steel Elevation: 597.0 ft

Lawndale Ave Bridge

Horizontal Clearance: 160.0 ft

Vertical Clearance above Pool Stage: 40.4 ft

Low Steel Elevation: 617.9 ft

Lawndale Avenue Off-Ramp Bridge

Horizontal Clearance: 160.0 ft

Vertical Clearance above Pool Stage: 43.2 ft

Low Steel Elevation: 620.7 ft

Southwest Expressway Bridge (I-55)

Horizontal Clearance: 162.0 ft

Vertical Clearance above Pool Stage: 42.4 ft

Low Steel Elevation: 619.9 ft

South Harlem Ave. Bridge

Horizontal Clearance: 140.0 ft

Vertical Clearance above Pool Stage: 24.9 ft

Low Steel Elevation: 602.4 ft

Atchison Topeka and Santa Fe Railway Bridge

Horizontal Clearance (Left Span): 107.0 ft

Vertical Clearance above Pool Stage: 19.5 ft

Low Steel Elevation: 597.0 ft

Central Avenue Bridge

Horizontal Clearance: 218.0 ft

Vertical Clearance above Pool Stage: 45.8 ft

Low Steel Elevation: 623.3 ft

Channel Span

Channel Span Channel Span

Channel Span Channel Span Channel Span

Channel Span
4

2 3

1

190 189

188

187 186 185

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 310.9 TO 316.6

7

6

5

195

196

194 193

192 191

105 - 106

105

106

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 107A 2013

GREAT LAKES & OHIO RIVER DIVISION

1 2 3

4

South Cicero Avenue Bridge Twin Span

Horizontal Clearance: 140.0 ft

Vertical Clearance above Pool Stage: 18.6 ft

Low Steel Elevation: 596.1 ft

Chicago and Western Indiana Railroad Bridge

Horizontal Clearance (Left Span):97.0 ft

Vertical Clearance above Pool Stage: 18.6 ft

Low Steel Elevation: 596.1 ft

South Pulaski Road Highway Bridge

Horizontal Clearance: 140.0 ft

Vertical Clearance above Pool Stage: 31.7 ft

Low Steel Elevation: 609.2 ft

Illinois Northern Bridge

Horizontal Clearance (Left Span): 95.0 ft

Vertical Clearance above Pool Stage: 19.5 ft

Low Steel Elevation: 597.0 ft

Channel Span Channel Span

Channel Span

Channel Span
4

3

197 1

205

204

203

201 202

199 200

198

2

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 316.6 TO 319.4

107

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
9

8

7

6

5

3 4 1 2

12

11

10

215

214

213

212

211

210

208

209

207

206

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 319.5 TO 322.4

108

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
42

34

33

32

31

30

29

28

27

26

25

24

23

22

21

20

19

17 18

16

15

14

13

221

220

219

218

217

216

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 322.3 TO 325.7

109

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
47

46

45

44

43

42

41 40 39

38

33 34 35 36 37

32

31

30

225

224

222

231

230

228

229

227

226

223

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 325.4 TO 326.6

110

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
56

55

54

53

52 51

50

49

48

47

236

233

234

237

232 239

238

235

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 326.5 TO 329.9

60

59

58

57

111 - 112

111

112

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 108-112A 2013

GREAT LAKES & OHIO RIVER DIVISION

CHART 108

1 2 3

4 5 6

7 8 9

10 11 12

South Archer Avenue Bridge

Horizontal Clearance: 95.3 ft

Vertical Clearance above Pool Stage: 19.3 ft

Low Steel Elevation: 596.8 ft

Adlei E. Stevenson Expressway Dual Bridges

Horizontal Clearance: 97.4 ft

Vertical Clearance above Pool Stage: 34.5 ft

Low Steel Elevation: 612.0 ft

RR Bridge

Horizontal Clearance: 118.6 ft

Vertical Clearance above Pool Stage: 18.5 ft

Low Steel Elevation: 596.0 ft

South California Avenue Bridge

Horizontal Clearance: 128.0 ft

Vertical Clearance above Pool Stage: 19.1 ft

Low Steel Elevation: 596.6 ft

Illinois Chicago Railroad Bridge

Horizontal Clearance (Left Span): 100.0 ft

Vertical Clearance above Pool Stage: 20.1 ft

Low Steel Elevation: 597.6 ft

South Kedzie Avenue Bridge

Horizontal Clearance: 130.0 ft

Vertical Clearance above Pool Stage: 23.0 ft

Low Steel Elevation: 600.5 ft

South Damen Avenue Bridge

Horizontal Clearance: 140.3 ft

Vertical Clearance above Pool Stage (closed): 28.9 ft

Low Steel Elevation: 606.4 ft

Western Avenue Bridge

Horizontal Clearance: 153.3 ft

Vertical Clearance above Pool Stage: 22.9 ft

Low Steel Elevation: 600.4 ft

Conrail CSX Railroad Bridge

Horizontal Clearance: 120.0 ft

Vertical Clearance above Pool Stage: 17.6 ft

Low Steel Elevation: 595.1 ft

RR Bridge - Bascule Span

Horizontal Clearance: 107.8 ft

Vertical Clearance above Pool Stage: 18.4 ft

Low Steel Elevation: 595.9 ft

Loomis Street Highway Bridge

Horizontal Clearance: 103.0 ft

Vertical Clearance above Pool Stage (closed): 23.6 ft

Low Steel Elevation: 601.1 ft

Ashland Avenue Highway Bridge

Horizontal Clearance: 183.0 ft

Vertical Clearance above Pool Stage (closed): 22.2 ft

Low Steel Elevation: 599.7 ft

Channel Span Channel Span Channel Span

Channel Span

Channel Span Channel Span

Channel Span Channel Span Channel Span

Channel Span Channel Span

Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

2013 SUPPLEMENTAL CHART NO. 108-112B

GREAT LAKES & OHIO RIVER DIVISION

CHART 109

13 14 15

16 17 18

19 20 21

22 23 24

Van Buren Street Highway Bridge

Horizontal Clearance: 166.0 ft

Vertical Clearance above Pool Stage (closed): 23.4 ft

Low Steel Elevation: 600.9 ft

Eisenhower Expressway Bridge

Horizontal Clearance: 168.0 ft

Vertical Clearance above Pool Stage (closed): 25.1 ft

Low Steel Elevation: 602.6 ft

Roosevelt Road Highway Bridge

Horizontal Clearance: 158.7 ft

Vertical Clearance above Pool Stage (closed): 25.3 ft

Low Steel Elevation: 602.8 ft

CSX Burlington Northern Santa Fe Illinois Central RR Bridge

Horizontal Clearance: 171.0 ft

Vertical Clearance above Pool Stage: Permanently Open

Harrison Street Highway Bridge

Horizontal Clearance: 159.0 ft

Vertical Clearance above Pool Stage (closed): 23.2 ft

Low Steel Elevation: 600.7 ft

Baltimore & Ohio Chicago Terminal Railroad Bridge

Horizontal Clearance: 171.0 ft

Vertical Clearance above Pool Stage (closed): 22.1 ft

Low Steel Elevation: 599.6 ft

Eighteenth Street Highway Bridge

Horizontal Clearance: 125.0 ft

Vertical Clearance above Pool Stage (closed): 24.5 ft

Low Steel Elevation: 602.0 ft

Pittsburg, Fort Wayne and Chicago Railroad Bridge 

Horizontal Clearance: 156.0 ft

Vertical Clearance above Pool Stage: 11.1 / 120.0 ft

Low Steel Elevation: 588.6 / 697.5 ft

Canal Street Bridge

Horizontal Clearance: 167.0 ft

Vertical Clearance above Pool Stage (closed): 23.6 ft

Low Steel Elevation: 601.1 ft

South Halsted Street Bridge

Horizontal Clearance: 163.8 ft

Vertical Clearance above Pool Stage (closed): 22.1 ft

Low Steel Elevation: 599.6 ft

Dan Ryan Expressway Bridge 

Horizontal Clearance: 170.0 ft

Vertical Clearance above Pool Stage: 64.2 ft

Low Steel Elevation: 641.7 ft

Cermak Highway Bridge (22nd Street)

Horizontal Clearance: 129.6 ft

Vertical Clearance above Pool Stage (closed): 20.4 ft

Low Steel Elevation: 597.9 ft

Channel Span

Channel Span Channel Span

Channel Span Channel Span Channel Span

Channel

Span

Channel Span Channel Span

Channel Span Channel Span Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 108-112C 2013

GREAT LAKES & OHIO RIVER DIVISION

CHART 109

CHART 110

25 26 27

28 29 30

31 32 33

34 35 36

Dearborn Street Highway Bridge

Horizontal Clearance: 200.0 ft

Vertical Clearance above Pool Stage (closed): 23.0 ft

Low Steel Elevation: 600.5 ft

Clark Street Highway Bridge

Horizontal Clearance: 195.0 ft

Vertical Clearance above Pool Stage (closed): 20.3 ft

Low Steel Elevation: 597.8 ft

LaSalle Street Highway Bridge

Horizontal Clearance: 195.5 ft

Vertical Clearance above Pool Stage (closed): 19.2 ft 

Low Steel Elevation: 596.7 ft

Franklin-Orleans Street Highway Bridge

Horizontal Clearance: 190.0 ft

Vertical Clearance above Pool Stage (closed): 19.5 ft

Low Steel Elevation: 597.0 ft

Wells Street Highway Bridge

Horizontal Clearance: 219.5 ft

Vertical Clearance above Pool Stage (closed): 19.2 ft

Low Steel Elevation: 596.7 ft

Lake Street Highway Bridge

Horizontal Clearance: 206.8 ft

Vertical Clearance above Pool Stage (closed): 19.4 ft

Low Steel Elevation: 596.9 ft

Madison Street Highway Bridge

Horizontal Clearance: 172.1 ft

Vertical Clearance above Pool Stage (closed): 19.5 ft

Low Steel Elevation: 597.0 ft

Washington Street Highway Bridge

Horizontal Clearance: 155.4 ft

Vertical Clearance above Pool Stage (closed): 21.3 ft

Low Steel Elevation: 598.8 ft

Adams Street Highway Bridge

Horizontal Clearance: 148.9 ft

Vertical Clearance above Pool Stage (closed): 20.3 ft

Low Steel Elevation: 597.8 ft

Randolph Street Highway Bridge

Horizontal Clearance: 134.0 ft

Vertical Clearance above Pool Stage (closed): 23.3 ft

Low Steel Elevation: 600.8 ft

Monroe Street Highway Bridge

Horizontal Clearance: 156.0 ft

Vertical Clearance above Pool Stage (closed): 19.4 ft

Low Steel Elevation: 596.9 ft

Jackson Boulevard Highway Bridge

Horizontal Clearance: 143.1 ft

Vertical Clearance above Pool Stage (closed): 20.4 ft

Low Steel Elevation: 597.9 ft

Channel Span Channel Span Channel Span

Channel Span Channel Span

Channel Span

Channel Span Channel Span

Channel Span

Channel Span Channel Span Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

2013 SUPPLEMENTAL CHART NO. 108-112D

GREAT LAKES & OHIO RIVER DIVISION

CHART 110

CHART 111

37 38 39

40 41 42

43 44 45

46 47 48

Division Street Bridge

Horizontal Clearance: 99.2 ft

Vertical Clearance above Pool Stage (closed): 18.7 ft

Low Steel Elevation: 596.2 ft

Halsted Street Bridge

Horizontal Clearance: 138.4 ft

Vertical Clearance above Pool Stage (closed): 25.2 ft 

Low Steel Elevation: 602.7 ft

Kennedy Expressway Feeder Bridge

Horizontal Clearance: 143.0 ft

Vertical Clearance above Pool Stage (closed): 33.5 ft

Low Steel Elevation: 611.0 ft

Grand Avenue Bridge

Horizontal Clearance: 129.3 ft

Vertical Clearance above Pool Stage (closed): 19.4 ft 

Low Steel Elevation: 596.9 ft

Chicago Avenue Bridge

Horizontal Clearance: 144.0 ft

Vertical Clearance above Pool Stage (closed): 20.2 ft

Low Steel Elevation: 597.7 ft

Kinzie Street Bridge

Horizontal Clearance: 106.7 ft

Vertical Clearance above Pool Stage (closed): 18.1 ft

Low Steel Elevation: 595.6 ft

Union Pacific Railroad Bridge

Horizontal Clearance: 103.2 ft

Vertical Clearance above Pool Stage: Permanently Open

Outer Drive Highway Bridge

Horizontal Clearance: 210.0 ft

Vertical Clearance above Pool Stage (closed): 26.1 ft

Low Steel Elevation: 603.6 ft

Columbus Drive Bascule Bridge

Horizontal Clearance: 178.8 ft

Vertical Clearance above Pool Stage (closed): 27.0 ft

Low Steel Elevation: 604.5 ft

Michigan Avenue Highway Bridge

Horizontal Clearance: 170.0 ft

Vertical Clearance above Pool Stage (closed): 18.7 ft 

Low Steel Elevation: 596.2 ft

Wabash Avenue Bridge

Horizontal Clearance: 178.0 ft

Vertical Clearance above Pool Stage (closed): 23.5 ft

Low Steel Elevation: 601 ft

State Street Highway Bridge

Horizontal Clearance: 200.0 ft

Vertical Clearance above Pool Stage (closed): 22.0 ft

Low Steel Elevation: 599.5 ft

Channel Span Channel Span Channel Span

Channel Span Channel Span Channel Span

Channel Span Channel Span

Channel Span

Channel Span Channel Span

Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 108-112E 2013

GREAT LAKES & OHIO RIVER DIVISION

CHART 111

CHART 112

49 50 51

52 53 54

55 56 57

58 59 60

North Avenue Bridge

Horizontal Clearance: 128.2 ft

Vertical Clearance above Pool Stage: 18.8 ft 

Low Steel Elevation: 596.3 ft

Chicago, Central, St. Paul & Pacific RR Bridge

Horizontal Clearance: 82.7 ft

Vertical Clearance above Pool Stage (closed): 9.9 ft 

Low Steel Elevation: 587.4 ft

Cortland Street Bridge

Horizontal Clearance: 112.6 ft

Vertical Clearance above Pool Stage (closed): 18.7 ft

Low Steel Elevation: 596.2 ft

Webster Avenue Bridge

Horizontal Clearance: 133.7 ft

Vertical Clearance above Pool Stage (closed): 19.4 ft

Low Steel Elevation: 596.9 ft

Ashland Avenue Bridge

Horizontal Clearance: 169.3 ft

Vertical Clearance above Pool Stage (closed): 18.8 ft

Low Steel Elevation: 596.3 ft

Union Pacific Railroad Bridge

Horizontal Clearance: 146.3 ft

Vertical Clearance above Pool Stage (closed): 20.3 ft

Low Steel Elevation: 597.8 ft

Fullerton Avenue Bridge

Horizontal Clearance: 93.1 ft

Vertical Clearance above Pool Stage: 23.9 ft 

Low Steel Elevation: 601.4 ft

Damen Ave. Bridge 

Horizontal Clearance: 118.8 ft

Vertical Clearance above Pool Stage: 26.5 ft 

Low Steel Elevation: 604 ft

Diversey Avenue Bridge

Horizontal Clearance: 94.7 ft

Vertical Clearance above Pool Stage: 24.1 ft 

Low Steel Elevation: 601.6 ft

Western Ave. Bridge

Horizontal Clearance: 97.0 ft

Vertical Clearance above Pool Stage: 19.5 ft 

Low Steel Elevation: 597.0 ft

Belmont Ave. Bridge

Horizontal Clearance: 76.3 ft

Vertical Clearance above Pool Stage: 21.1 ft 

Low Steel Elevation: 598.6 ft

Addison Street Bridge

Horizontal Clearance: 69.7 ft

Vertical Clearance above Pool Stage: 17.1 ft 

Low Steel Elevation: 594.6 ft

Channel Span Channel Span

Channel Span

Channel Span Channel Span Channel Span

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THIS PAGE INTENTIONALLY LEFT BLANK
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 113-114A 2013

GREAT LAKES & OHIO RIVER DIVISION

1 2 3

4

New 104th Avenue Highway Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.1 ft

Low Steel Elevation: 602.6 ft

96th Avenue Twin Span Highway Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.2 ft

Low Steel Elevation: 602.7 ft

Southwest Highway Bridge

Horizontal Clearance: 188.5 ft

Vertical Clearance above Pool Stage: 26.1 ft

Low Steel Elevation: 603.6 ft

Wabash Railroad Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 44.5 ft

Low Steel Elevation: 622.0 ft

Channel Span Channel Span Channel Span

Channel Span
1

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 305.5 TO 311.0

4 3

2

113 - 114

113

114

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 115-116A 2013

GREAT LAKES & OHIO RIVER DIVISION

4

1

7

2

8

5

3

6

9

New Harlem Avenue Highway Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.2 ft

Low Steel Elevation: 602.7 ft

Cicero Avenue Highway Bridge

Horizontal Clearance: 199.0 ft

Vertical Clearance above Pool Stage: 25.1 ft

Low Steel Elevation: 602.6 ft

BP Pipeline

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 41.6 ft

Low Steel Elevation: 619.9 ft

Ridgeland Avenue Highway Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.0 ft

Low Steel Elevation: 602.5 ft

127th Street (Burr Oak Ave.) Highway Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.9 ft

Low Steel Elevation: 603.4 ft

Northern Illinois Toll Highway Bridge (I-294)

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 41.4 ft

Low Steel Elevation: 618.7 ft

Crawford Avenue Highway Bridge

Horizontal Clearance: 199.4 ft

Vertical Clearance above Pool Stage: 27.0 ft

Low Steel Elevation: 604.5 ft

TEPPCO Pipeline

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 24.4 ft

Low Steel Elevation: 602.7 ft

West Shore Pipeline

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 29.6 ft

Low Steel Elevation: 607.9 ft

Channel Span Channel Span

Channel Span

Channel Span

Channel Span

Channel Span

Channel Span Channel Span

Channel Span
2 1

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 311.1 TO 316.9

9

8

7

6

5

4

3

241

242

240

115 - 116

115

116

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 117A 2013

GREAT LAKES & OHIO RIVER DIVISION

PROFILE 13 ON SUPPLEMENTAL CHART NO. 118A

1 2 3

4 5 6

7 8 9

10 11 12

New Kedzie Avenue Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.0 ft

Low Steel Elevation: 602.5 ft

New Grand Trunk & Chicago, Rock Island & Pacific RR Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.0 ft

Low Steel Elevation: 602.5 ft

New Chicago, Rock Island and Pacific Railroad Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.6 ft

Low Steel Elevation: 603.1 ft

New Division Street Highway Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.2 ft

Low Steel Elevation: 602.7 ft

Francisco Avenue Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.7 ft

Low Steel Elevation: 603.2 ft

New Baltimore and Ohio Chicago Terminal Railroad Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.2 ft

Low Steel Elevation: 602.7 ft

Grand Trunk Western RR Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.0 ft

Low Steel Elevation: 602.5 ft

New Baltimore and Ohio Chicago Terminal Railroad Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.0 ft

Low Steel Elevation: 602.5 ft

New Western Avenue Highway Bridge

Horizontal Clearance: 226.5 ft

Vertical Clearance above Pool Stage: 45.4 ft

Low Steel Elevation: 622.9 ft

Chatham Street Highway Bridge

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 25.9 ft

Low Steel Elevation: 603.4 ft

New Dan Ryan Expressway Bridge (I-57)

Horizontal Clearance: 225.0 ft

Vertical Clearance above Pool Stage: 39.8 ft

Low Steel Elevation: 617.3 ft

Ashland Avenue Bridge

Horizontal Clearance: 223.0 ft

Vertical Clearance above Pool Stage: 27.0 ft

Low Steel Elevation: 604.5 ft

Channel Span Channel Span

Channel Span

Channel Span Channel Span Channel Span

Channel Span Channel Span Channel Span

Channel Span Channel Span

Channel Span
9

8

6 7 5

4

2 3

1

13

12

11

10

243

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 316.9 TO 319.9

117

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 118A 2013

GREAT LAKES & OHIO RIVER DIVISION

FROM CHART 117

13 1 2

3 4 5

PREMCOR Pipeline

Horizontal Clearance: 225.0 ft

Vertical Clearance above LOL: 29.8 ft

Low Steel Elevation: 608.1 ft

Halsted Street Bridge

Horizontal Clearance: 208.4 ft

Vertical Clearance above Pool Stage: 27.1 ft

Low Steel Elevation: 604.6 ft

Conrail Railroad Bridge (Abandoned)

Horizontal Clearance: 249.4 ft

Vertical Clearance above Pool Stage: 25.4 ft

Low Steel Elevation: 602.9 ft

Illinois Central Railroad Bridge

Horizontal Clearance: 298.6 ft

Vertical Clearance above Pool Stage: 25.4 ft

Low Steel Elevation: 602.9 ft

Indiana Avenue Bridge

Horizontal Clearance: 249.8 ft

Vertical Clearance above Pool Stage: 26.9 ft

Low Steel Elevation: 604.4 ft

(CWI) Indiana Harbor Belt Railroad Bridge

Horizontal Clearance: 249.2 ft

Vertical Clearance above Pool Stage: 25.2 ft

Low Steel Elevation: 602.7 ft

Channel Span

Channel Span Channel Span

Channel Span Channel Span Channel Span
4 5

3

2 1

244

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 319.9 TO 323.8

118

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 119A 2013

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Calumet River

Upstream

Lock Lights

Downstream

Lock Lights Lock Signal Lights

(Upstream & Downstream)

TJ O'Brien Lock

0 200 400 600 800 1,000 1,200 Feet

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GREAT LAKES & OHIO RIVER DIVISION

Elevations Reference Chicago City Datum

130th Street Bridge

Horizontal Clearance: 218.0 ft

Vertical Clearance above LWD: 30.2 ft

Low Steel Elevation: 607.7 ft

Chicago South Shore & South Bend Railroad Bridge

Horizontal Clearance: 263.5 ft

Vertical Clearance above Pool Stage: 29.5 ft

Low Steel Elevation: 607.0 ft

I-94 Bridge

Horizontal Clearance: 244.1 ft

Vertical Clearance above Pool Stage: 41.1 ft

Low Steel Elevation: 618.5 ft

ConRail Railroad Bridge

Horizontal Clearance: 249.3 ft

Vertical Clearance above Pool Stage: 25.2 ft

Low Steel Elevation: 602.6 ft

1 2

3 4

Channel Span

Channel Span

Channel Span Channel Span
2

1

4

3

246

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 323.4 TO 327.2

119

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
3 4

249

258

257

260

259

256

247

251

250

254

245

248

255

253

252

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' CHART NO. 2013

RIVER MILE 326.8 TO 327.5

120

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
3

2

1

269

264

273

272

271

270

267

268

266

265

263

262

261

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 327.4 TO 330.6

121

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND

Channel Span

Channel Span

Channel Span
U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

SUPPLEMENTAL CHART NO. 122A 2013

GREAT LAKES & OHIO RIVER DIVISION

Elgin, Joliet & Eastern RR Bridge - Lift Span

Horizontal Clearance: 209.7 ft

Vertical Clearance above LWD: 7.0 / 126.7 ft

Low Steel Elevation: 584.5 / 704.2 ft

ConRail Railroad Bridge - Lift Span

Horizontal Clearance: 144.0 ft

Vertical Clearance above LWD: 23.8 / 120.0 ft

Low Steel Elevation: 601.3 / 697.5 ft

95th Street Bridge

Horizontal Clearance: 197.6 ft

Vertical Clearance above LWD (closed): 23.6 ft

Low Steel Elevation: 601.1 ft

92nd Street Bridge

Horizontal Clearance: 191.6 ft

Vertical Clearance above LWD (closed): 19.1 ft

Low Steel Elevation: 596.6 ft

106th Street Bridge

Horizontal Clearance: 217.7 ft

Vertical Clearance above LWD (closed): 19.4 ft

Low Steel Elevation: 596.9 ft

100th Street Bridge

Horizontal Clearance: 197.9 ft

Vertical Clearance above LWD (closed): 18.5 ft

Low Steel Elevation: 596.0 ft

I-90 Chicago Skyway Toll Bridge

Horizontal Clearance: 229.8 ft

Vertical Clearance above LWD: 126.0 ft

Low Steel Elevation: 703.5 ft

1 2 3

4 5 6

7

Channel Span Channel Span Channel Span

Channel Span

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Channel Span

Channel Span
Calum et Har bor Lighted Buoy 7

7

6

5

3 4

2

1

283

293

301

300

302

298 299

297

295

296

294

292

291

288

286 287

290

289

285

284

280

279

278

277

274

282

281

276

275

U.S. ARMY CORPS OF ENGINEERS

MISSISSIPPI VALLEY DIVISION

ILLINOIS WATERWAY

0 1,000 2,000 3,000 Feet

SCALE: 1 " = 1,000 ' 2013 CHART NO.

RIVER MILE 330.6 TO 332.9

122

GREAT LAKES & OHIO RIVER DIVISION

BUOY POSITIONS ON CHART ARE

APPROXIMATE, SEE NOTICE IN LEGEND
THIS PAGE INTENTIONALLY LEFT BLANK
2013 BARGE FAC APPENDIX A-1 ILITIES TABLE

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Index Number Chart Number Facility Name River Mile Bank Water Body

1 8 WEST POINT MARINE SERVICE, FLEET MOORING 20.5 Right Illinois River

2 8 JERSEY COUNTY GRAIN CO DOCK 20.7 Right Illinois River

3 11 STATE OF ILLINOIS, KAMPSVILLE FERRY LANDINGS 32.0 Left Illinois River

4 15 SOYLAND POWER COOPERATIVE, PEARL STATION DOCK 42.6 Right Illinois River

5 19 CARGILL AGHORIZONS, FLORENCE GRAIN ELEVATOR DOCK 55.3 Right Illinois River

6 20 CENTRAL STONE CO., FLORENCE DOCK 57.3 Right Illinois River

7 22 OSAGE MARINE SERVICES, NAPLES FLEET MOORINGS 63.8 Left Illinois River

8 22 CONSOLIDATED GRAIN AND BARGE CO., NAPLES FERTILIZER DOCK. 64.5 Left Illinois River

9 22 CONSOLIDATED GRAIN AND BARGE CO., NAPLES ELEVATOR GRAIN DOCK. 64.9 Left Illinois River

10 23 ADM/GROWMARK RIVER SYSTEM, NAPLES GRAIN ELEVATOR DOCK 66.2 Left Illinois River

11 24 ROYSTER-CLARK NITROGEN, MEREDOSIA DOCK 69.4 Left Illinois River

12 24 AMEREN ENERGY GENERATING, MEREDOSIA POWER STATION FUEL OIL DOCK 70.6 Left Illinois River

13 24 AMEREN ENERGY GENERATING, MEREDOSIA POWER STATION COAL DOCK 70.8 Left Illinois River

14 25 CARGILL AGHORIZONS, MEREDOSIA GRAIN ELEVATOR DOCK 70.9 Left Illinois River

15 25 MEREDOSIA TERMINAL WHARF AND PIER 71.9 Right Illinois River

16 30 CLARKSON GRAIN CO., BEARDSTOWN DOCK 88.1 Left Illinois River

17 30 CARGILL AGHORIZONS, BEARDSTOWN GRAIN ELEVATOR DOCK 88.2 Left Illinois River

18 30 LOGSDON TUG SERVICE, BEARDSTOWN FLEET MOORINGS 88.4 Left Illinois River

19 30 LOGSDON SAND & GRAVEL CO., BEARDSTOWN DOCK 88.4 Left Illinois River

20 31 ADM/GROWMARK RIVER SYSTEM, BEARDSTOWN TERMINAL DOCK 90.9 Right Illinois River

21 40 DYNEGY MIDWEST GENERATION, HAVANA POWER STATION WHARF 118.4 Left Illinois River

22 40 JACK TANNER TOWING CO., COGGESHALL FLEET MOORING 118.6 Right Illinois River

23 40 IMPERIAL VALLEY TERMINAL, HAVANA DOCK 119.0 Left Illinois River

24 40 ADM/GROWMARK, HAVANA SOUTH TERMINAL GRAIN DOCK 119.3 Left Illinois River

25 40 ADM/GROWMARK, HAVANA NORTH TERMINAL GRAIN DOCK 119.7 Left Illinois River

26 40 CARGILL AGHORIZONS, HAVANA SOUTH TERMINAL GRAIN DOCK 119.8 Left Illinois River

27 40 CARGILL AGHORIZONS, HAVANA NORTH TERMINAL GRAIN DOCK 119.9 Left Illinois River

28 41 SCH TERMINAL CO., HAVANA COAL TRANSFER PLANT DOCK 121.0 Left Illinois River

29 49 CF INDUSTRIES, KINGSTON MINES TERMINAL DOCK 145.4 Right Illinois River

30 49 GARVEY MARINE, KINGSTON MINES FLEET MOORINGS 145.7 Left Illinois River

31 49 PEKIN HARBOR SERVICES, KINGSTON FLEET 146.0 Left Illinois River

32 49 CF INDUSTRIES, PEORIA WAREHOUSE NO. 1 DOCK 146.8 Right Illinois River

33 49 CF INDUSTRIES, PEORIA WAREHOUSE NO. 2 DOCK 146.8 Right Illinois River

34 49 CF INDUSTRIES, PEORIA WAREHOUSE COAL DOCK 147.1 Right Illinois River

35 51 AMERICAN MILLING CO., PEKIN GRAIN ELEVATOR DOCK 151.4 Left Illinois River

36 51 MGP INGREDIENTS, PEKIN WHARF 151.5 Left Illinois River

37 51 GARVEY MARINE, PEKIN RIGHT BANK FLEET MOORINGS 151.9 Right Illinois River

38 51 AVENTINE RENEWABLE ENERGY HOLDINGS, INC. 152.0 Left Illinois River

39 51 TOMEN GRAIN CO., PEKIN GRAIN ELEVATOR DOCK 152.2 Left Illinois River

40 51 GARVEY MARINE, PEKIN LEFT BANK FLEET MOORING 152.5 Left Illinois River

41 51 SEMMATERIALS, PEKIN ASPHALT PLANT DOCK 152.7 Right Illinois River

42 51 CARGILL CROP NUTRITION, PEKIN TERMINAL DOCK 154.0 Right Illinois River

43 52 CARRI SCHARF MATERIALS DOCK 154.9 Right Illinois River

44 52 SHELL OIL PRODUCTS - U.S., BARTONVILLE, TERMINAL DOCK 155.0 Right Illinois River

45 53 TERRA INDUSTRIES, NORTH PEKIN TERMINAL DOCK 157.3 Left Illinois River

46 53 KEYSTONE STEEL & WIRE CO., DOCK 157.3 Right Illinois River

47 53 KOCH NITROGEN CO., NORTH PEKIN TERMINAL BARGE DOCK 158.1 Left Illinois River

48 53 ADM/GROWMARK, CREVE COEUR GRAIN DOCK 158.3 Left Illinois River

49 53 CENTRAL ILLINOIS FREIGHT HANDLING CORP. DOCK 158.4 Left Illinois River

50 53 KEELER'S PEORIA HARBOR SERVICES WHARF 159.1 Left Illinois River
APPENDIX A-2 BARGE FACILITIES TABLE 2013

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Index Number Chart Number Facility Name River Mile Bank Water Body

51 53 MIDWEST FOUNDATION CORP MOORINGS 159.3 Left Illinois River

52 53 PEORIA RIVER TERMINAL WHARF 160.2 Right Illinois River

53 53 PEORIA BARGE TERMINAL WHARF 160.4 Right Illinois River

54 54 ARTCO FLEETING SERVICES, PEORIA DOCK AND FLEET MOORINGS 160.5 Right Illinois River

55 54 J & L DOCK FACILITIES WHARF 160.6 Right Illinois River

56 54 ADM/GROWMARK RIVER SYSTEM, PEORIA TERMINAL WHARF 161.4 Right Illinois River

57 54 U. S. COAST GUARD, BASE PEORIA DOCK 162.4 Left Illinois River

58 54 PEORIA CITY DOCK 162.6 Right Illinois River

59 54 PAR-A-DICE CASINO BOAT DOCK 163.3 Left Illinois River

60 55 U.S. ARMY CORPS OF ENGINEERS, ILLINOIS WATERWAY PROJECT OFFICE 164.1 Right Illinois River

61 58 SPRING BAY MATERIALS CO DOCK 172.6 Left Illinois River

62 61 GALENA ROAD GRAVEL, CHILLICOTHE DOCK 180.9 Right Illinois River

63 64 TRUMBULL RIVER SERVICES, LACON FLEET MOORING 188.1 Right Illinois River

64 64 TRUMBULL RIVER SERVICES DOCK 189.1 Left Illinois River

65 64 CARGILL AGHORIZONS, LACON GRAIN ELEVATOR DOCK 189.2 Left Illinois River

66 64 MIDWEST FOUNDATION CORP., LACON MOORING DOCK 189.3 Left Illinois River

67 64 ADM/GROWMARK RIVER SYSTEM, LACON GRAIN ELEVATOR WHARF 189.5 Left Illinois River

68 64 MIDWEST MATERIAL CO. SOUTH DOCK 190.0 Left Illinois River

69 67 ADM/GROWMARK RIVER SYSTEM, HENRY GRAIN ELEVATOR DOCK 195.7 Right Illinois River

70 65 MIDWEST MATERIAL CO. NORTH DOCK 190.3 Left Illinois River

71 67 KOCH NITROGEN CO., HENRY TERMINAL DOCK 197.6 Right Illinois River

72 67 OZINGA MATERIALS, INC. HENRY LOADING DOCK 179.9 Right Illinois River

73 70 OSAGE MARINE SERVICES, HENNEPIN DOCK AND FLEET MOORINGS 207.0 Left Illinois River

74 70 CONSOLIDATED GRAIN AND BARGE CO., HENNEPIN TERMINAL DOCK 207.4 Right Illinois River

75 70 CARGILL AGHORIZONS, HENNEPIN GRAIN ELEVATOR DOCK 207.5 Left Illinois River

76 70 ADM/GROWMARK RIVER SYSTEM, HENNEPIN GRAIN ELEVATOR DOCK 207.7 Left Illinois River

77 71 TERMINAL EXPRESS, LIQUID FERTILIZER DOCK 207.7 Left Illinois River

78 71 TERMINAL FLEET, HENNEPIN MOORINGS 208.4 Left Illinois River

79 71 TERMINAL FLEET, HENNEPIN DOCK 208.8 Left Illinois River

80 71 TERMINAL EXPRESS, DRY CARGO DOCK 209.0 Left Illinois River

81 72 DYNEGY MIDWEST GENERATION, HENNEPIN POWER STATION COAL DOCK 211.8 Left Illinois River

82 72 TRI-CON MATERIALS, INC. 212.9 Left Illinois River

83 74 OSAGE MARINE SERVICES, SPRING VALLEY FLEET MOORINGS 217.6 Right Illinois River

83 74 OSAGE MARINE SERVICES, SPRING VALLEY FLEET MOORINGS 217.6 Left Illinois River

84 74 CARGILL AGHORIZONS, SPRING VALLEY NORTH GRAIN ELEVATOR DOCK 218.3 Right Illinois River

85 74 CARGILL AGHORIZONS, SPRING VALLEY GRAIN ELEVATOR DOCK 218.4 Left Illinois River

86 74 ADM/GROWMARK RIVER SYSTEM, SPRING VALLEY GRAIN ELEVATOR DOCK 218.5 Right Illinois River

87 75 ARTCO FLEETING SERVICES, PERU FLEET 220.6 Right Illinois River

88 75 CF INDUSTRIES, PERU NITROGEN TERMINAL DOCK 221.2 Right Illinois River

89 75 ST SERVICES, PERU TERMINAL DOCK 221.4 Right Illinois River

90 75 RIVER DOCKS, BARGE WHARF 221.8 Right Illinois River

91 76 HUNTSMAN CHEMICAL CORP., PERU PLANT DOCK 223.0 Right Illinois River

92 76 CONSOLIDATED GRAIN AND BARGE CO., PERU TERMINAL DOCK 223.1 Right Illinois River

93 76 ADM/GROWMARK RIVER SYSTEM, LASALLE TERMINAL BULK MATERIALS DOCK 223.2 Right Illinois River

94 76 ADM/GROWMARK RIVER SYSTEM, LASALLE GRAIN ELEVATOR DOCK 223.2 Right Illinois River

95 76 ARTCO FLEETING SERVICES, LASALLE FLEET 223.8 Right Illinois River

96 77 UTICA TERMINAL DOCK 228.5 Right Illinois River

97 77 CONSOLIDATED GRAIN AND BARGE CO., UTICA TERMINAL GRAIN DOCK 228.9 Right Illinois River

98 77 CONSOLIDATED GRAIN AND BARGE CO., UTICA TERMINAL CRANE DOCK 229.3 Right Illinois River

99 80 CARGILL, NORTH OTTAWA GRAIN ELEVATOR DOCK 235.8 Right Illinois River
2013 BARGE FAC APPENDIX A-3 ILITIES TABLE

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Index Number Chart Number Facility Name River Mile Bank Water Body

100 80 OTTAWA BARGE TERMINAL, BULK MATERIALS DOCK 236.2 Right Illinois River

101 80 OTTAWA BARGE TERMINAL, GRAIN DOCK 236.2 Right Illinois River

102 80 ADM/GROWMARK RIVER SYSTEM, OTTAWA SOUTH GRAIN ELEVATOR WHARF 236.8 Left Illinois River

103 80 GARVEY MARINE, OTTAWA FLEET MOORINGS 236.9 Left Illinois River

104 80 ARTCO FLEETING SERVICES, OTTAWA LOWER FLEET 237.9 Right Illinois River

105 80 CARGILL AGHORIZONS, OTTAWA SOUTH GRAIN ELEVATOR DOCK 238.6 Left Illinois River

106 81 ADM/GROWMARK RIVER SYSTEM, OTTAWA NORTH GRAIN ELEVATOR DOCK 241.9 Right Illinois River

107 82 GARVEY INTERNATIONAL, OTTAWA TERMINAL DOCKS 243.3 Right Illinois River

108 82 GARVEY INTERNATIONAL, OTTAWA TERMINAL EAST SLIP 243.5 Right Illinois River

109 82 G.E. PLASTICS, OTTAWA PLANT WHARF 244.1 Right Illinois River

110 84 INDEPENDENCE TUBE CORP., MARSEILLES SLIP 248.0 Right Illinois River

111 84 INFRA-METALS CO., MARSEILLES SLIP 248.3 Right Illinois River

112 84 ROYSTER-CLARK NITROGEN, MARSEILLES TERMINAL AMMONIA DOCK 248.7 Right Illinois River

113 84 ROYSTER-CLARK NITROGEN, MARSEILLES TERMINAL BULK DOCK 248.9 Right Illinois River

114 84 F & W FLYING SERVICE DOCK 249.9 Right Illinois River

115 84 PCS PHOSPHATE, MARSEILLES PLANT DOCK 249.9 Right Illinois River

116 85 CARGILL AGHORIZONS, SENECA GRAIN ELEVATOR WHARF 252.5 Right Illinois River

117 85 LAMB'S SENECA TERMINAL WHARF (LST) 253.5 Right Illinois River

118 85 CF INDUSTRIES, SENECA TERMINAL DOCK 253.8 Left Illinois River

119 88 HANSON MATERIAL SERVICE, MORRIS YARD 34 TOWBOAT DOCK 262.1 Left Illinois River

120 88 HANSON MATERIAL SERVICE, YARD 34 LOADING DOCK 262.5 Left Illinois River

121 88 HANSON MATERIAL SERVICE, YARD 34 REPAIR DOCK 262.6 Left Illinois River

122 88 ADM/GROWMARK RIVER SYSTEM, MORRIS GRAIN ELEVATOR WEST DOCK 262.9 Right Illinois River

123 89 ADM/GROWMARK RIVER SYSTEM, MORRIS GRAIN ELEVATOR EAST DOCK 263.0 Right Illinois River

124 89 LOUIS DREYFUS CORP., MORRIS GRAIN ELEVATOR DOCK 263.1 Right Illinois River

125 89 CARGILL AGHORIZONS, MORRIS GRAIN ELEVATOR DOCK 263.2 Right Illinois River

126 89 GARVEY MARINE, MORRIS DIVISION FLEET MOORINGS 263.4 Right Illinois River

127 89 MIDWEST GENERATION, COLLINS ELECTRIC STATION FUEL OIL DOCK 265.8 Left Illinois River

128 91 EQUISTAR CHEMICALS, MORRIS PLANT BARGE DOCK 269.9 Right Illinois River

129 92 EXCELON NUCLEAR, DRESDEN POWER PLANT DOCK 272.1 Left Illinois River

130 93 DOW CHEMICAL CO., JOLIET PLANT WEST DOCK 275.8 Left Des Plaines River

131 93 DOW CHEMICAL CO., JOLIET PLANT EAST DOCK 275.9 Left Des Plaines River

132 93 DOW CHEMICAL CO., JOLIET PLANT STYRENE DOCK 275.9 Left Des Plaines River

133 93 LODERS CROKLAAN, JOLIET PLANT DOCK 276.4 Left Des Plaines River

134 93 INTERSTATE CHEMICAL CO., ALPONT TERMINAL DOCK 276.9 Left Des Plaines River

135 93 IMTT, CHANNAHON 277.4 Left Des Plaines River

136 93 MATERIAL DISTRIBUTION DOCKS 277.7 Right Des Plaines River

137 93 BASF CORP., JOLIET POLYSTYRENE PLANT DOCK 277.7 Left Des Plaines River

138 93 EXXON MOBIL REFINING & SUPPLY CO. WHARF 277.9 Left Des Plaines River

139 93 ILLINOIS MARINE TOWING, INC., CHANNAHON 278.7 Right Des Plaines River

140 94 STEPAN CO., MILLSDALE PLANT BARGE DOCK 280.2 Left Des Plaines River

141 94 FLINT HILLS RESOURCES, LLC 280.4 Right Des Plaines River

142 94 D CONSTRUCTION DOCK 280.6 Right Des Plaines River

143 94 NORTHFIELD BLOCK CO., CHANNAHON TERMINAL DOCK 281.0 Right Des Plaines River

144 94 CF INDUSTRIES, CHANNAHON TERMINAL DOCK 281.2 Right Des Plaines River

145 94 CANAL TERMINAL CO., CHANNAHON ASPHALT TERMINAL DOCK 281.3 Right Des Plaines River

146 95 PORT OF WILL COUNTY, BARGE DOCK 284.5 Left Des Plaines River

147 96 OZINGA ILLINOIS RMC, JOLIET DOCK 286.9 Right Des Plaines River

148 96 ILLINOIS MARINE TOWING, JOLIET FLEETING 287.2 Right Des Plaines River

149 97 JOLIET MARINE & DRYDOCK LANDING 288.6 Left Des Plaines River
APPENDIX A-4 BARGE FACILITIES TABLE 2013

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Index Number Chart Number Facility Name River Mile Bank Water Body

150 97 SEELER INDUSTRIES, INC. THREE RIVERS TERMINAL DIVISION 289.9 Right Des Plaines River

151 98 CARGILL, LOCKPORT GRAIN ELEVATOR DOCK 292.6 Right Chicago Sanitary & Ship Canal

152 98 CONTINENTAL GRAIN CO., LOCKPORT GRAIN ELEV DOCK 292.8 Right Chicago Sanitary & Ship Canal

153 99 HANSON MATERIAL SERVICE, LOCKPORT SAND AND STONE WHARF 293.8 Right Chicago Sanitary & Ship Canal

154 99 HANSON MATERIAL SERVICE, LOCKPORT MARINE REPAIR SLIP 295.2 Right Chicago Sanitary & Ship Canal

155 99 HANSON MATERIAL SERVICE, LOCKPORT MARINE REPAIR BASIN 295.4 Right Chicago Sanitary & Ship Canal

156 99 COMMONWEALTH EDISON CO., WILL COUNTY GEN STA COAL WHARF 296.2 Right Chicago Sanitary & Ship Canal

157 100 UNOCOL COAL DOCK 296.7 Left Chicago Sanitary & Ship Canal

158 100 SCARPELLI MATERIALS, INC. TERMINAL #301 297.1 Left Chicago Sanitary & Ship Canal

159 100 CITGO PETROLEUM CORP. LEMONT 297.6 Left Chicago Sanitary & Ship Canal

160 100 KORALL CORP LEMONT ASPHALT DOCK 297.7 Left Chicago Sanitary & Ship Canal

161 100 NORAMCO - CHICAGO 298.2 Left Chicago Sanitary & Ship Canal

162 100 KAISER LEMONT WHARF 298.3 Left Chicago Sanitary & Ship Canal

163 100 NUCOR-LEMONT, WHARF 298.7 Left Chicago Sanitary & Ship Canal

164 100 ARTCO, LEMONT SLIP NO. 1 299.1 Right Chicago Sanitary & Ship Canal

165 100 ILLINOIS MARINE TOWING, LEMONT SLIP NO. 2 STEEL-UNLOADING WHARF 299.3 Right Chicago Sanitary & Ship Canal

166 101 ILLINOIS MARINE TOWING, LEMONT SLIP NO. 2 MOORING 299.4 Right Chicago Sanitary & Ship Canal

167 101 AMERICAN COMMERCIAL LINES, LEMONT SLIP NO. 3 299.6 Right Chicago Sanitary & Ship Canal

168 101 AMERICAN COMMERCIAL LINES, LEMONT SLIP NO. 4 MOORING 299.8 Right Chicago Sanitary & Ship Canal

169 101 AMERICAN COMMERCIAL LINES, WHARF AND STORAGE 299.9 Right Chicago Sanitary & Ship Canal

170 101 R-A INDUSTRIES, LEMONT CANAL WHARF 300.3 Right Chicago Sanitary & Ship Canal

171 101 TRI-RIVER DOCKS, LEMONT YARD WHARF 300.7 Right Chicago Sanitary & Ship Canal

172 101 CCI ILLINOIS MANUFACTURING 300.9 Right Chicago Sanitary & Ship Canal

173 101 K. A. STEEL CHEMICALS WHARF 301.1 Left Chicago Sanitary & Ship Canal

174 101 ILLINOIS MARINE TOWING, HERITAGE SLIP 301.1 Right Chicago Sanitary & Ship Canal

175 101 SERVICE WELDING & SHIP BLDG, LEMONT IND'L DIST SHIP B 301.3 Right Chicago Sanitary & Ship Canal

176 101 AMERICAN COMMERCIAL MAR SVC/LEMONT INDUSTRIAL DIST/SLIP A 301.4 Right Chicago Sanitary & Ship Canal

177 102 IMTT, LEMONT 303.2 Left Chicago Sanitary & Ship Canal

178 102 FULL CIRCLE SHIPYARD, MAIN WHARF & BARGE MOORING 303.9 Left Chicago Sanitary & Ship Canal

179 102 SALT DOCK 304.0 Left Chicago Sanitary & Ship Canal

180 102 HOLCIM, LEMONT WHARF 304.4 Left Chicago Sanitary & Ship Canal

181 103 ROWELL CHEM. CORP., WILLOW SPRINGS TERM. WHARF 305.9 Left Chicago Sanitary & Ship Canal

182 104 VALVOLINE, WILLOW SPRINGS WHARF 308.2 Right Chicago Sanitary & Ship Canal

183 104 MWRD/L.A.S.M.A. LAGOON WHARF 310.4 Right Chicago Sanitary & Ship Canal

184 104 SHELL OIL CO. AND ARGO TERMINAL CO. WHARF 310.6 Left Chicago Sanitary & Ship Canal

185 105 GATX TERMINALS CORP., ARGO TERMINAL WHARF NO. 2 311.0 Left Chicago Sanitary & Ship Canal

186 105 GATX TERMINALS CORP., ARGO TERMINAL WHARF NO. 1 311.1 Left Chicago Sanitary & Ship Canal

187 105 GATX TERMINALS CORP., ARGO TERMINAL WHARF NO. 3 311.2 Left Chicago Sanitary & Ship Canal

188 105 VULCAN MATERIALS, SUMMIT WHARF 312.4 Right Chicago Sanitary & Ship Canal

189 105 HOLCIM TERMINAL 312.5 Left Chicago Sanitary & Ship Canal

190 105 TRUMBULL ASPHALT, SUMMIT PLANT WHARF 312.6 Left Chicago Sanitary & Ship Canal

191 106 AMOCO OIL CO., CHICAGO TERMINAL WHARF 314.2 Right Chicago Sanitary & Ship Canal

192 106 PETROLEUM FUEL & TERM., CO., CHICAGO DIVISION WHARF 314.5 Right Chicago Sanitary & Ship Canal

193 106 CHICAGO METRO WATER RECLAMATION DIST/FOREST VIEW 314.6 Left Chicago Sanitary & Ship Canal

194 106 CHICAGO BLOCK CO. WHARF 315.2 Left Chicago Sanitary & Ship Canal

195 106 CHICAGO METRO WATER RECLAMATION DIST/TREATMENT WORKS WEST 315.8 Right Chicago Sanitary & Ship Canal

196 106 CHEM PETROLEUM EXCH, FOREST VIEW TERMINAL DOCK 315.9 Left Chicago Sanitary & Ship Canal

197 107 MWRD DOCK 316.8 Right Chicago Sanitary & Ship Canal

198 107 KOPPERS INDUSTRIES, STICKNEY TERMINAL WHARF 316.9 Right Chicago Sanitary & Ship Canal

199 107 OLYMPIC OIL WHARF 317.1 Left Chicago Sanitary & Ship Canal
2013 BARGE FAC APPENDIX A-5 ILITIES TABLE

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Index Number Chart Number Facility Name River Mile Bank Water Body

200 107 KOCH FUELS, MARINE OIL TERMINAL, CHICAGO WHARF 317.2 Left Chicago Sanitary & Ship Canal

201 107 CITGO PETROLEUM CORP., CICERO COMPOUND PLANT WHARF 317.4 Right Chicago Sanitary & Ship Canal

202 107 MOBIL OIL CORP., CICERO AVENUE DOCK 317.5 Right Chicago Sanitary & Ship Canal

203 107 RELIABLE ASPHALT CORP. WHARF 318.6 Left Chicago Sanitary & Ship Canal

204 107 MIDWEST GENERATION, CRAWFORD STATION COAL WHARF 318.7 Right Chicago Sanitary & Ship Canal

205 107 AMEROPAN OIL CORP., BELL OIL TERMINAL WHARF 318.8 Left Chicago Sanitary & Ship Canal

206 108 CITY OF CHICAGO/DEPT. OF TRANSP./MARSHALL BLVD WHARF 319.7 Right Chicago Sanitary & Ship Canal

207 108 PRAIRIE MATERIAL YARD 33 319.8 Left Chicago Sanitary & Ship Canal

208 108 AMEROPAN OIL CORP., 33RD ST. TERMINAL DOCK 320.2 Left Chicago Sanitary & Ship Canal

209 108 PROLERIZED CHICAGO CORP. WHARF 320.2 Right Chicago Sanitary & Ship Canal

210 108 DOMINO SUGAR CORP., CHICAGO WHARF 320.7 Right Chicago Sanitary & Ship Canal

211 108 HANSON MATERIAL SERVICE, DAMEN AVE MOORING 320.8 Left Chicago Sanitary & Ship Canal

212 108 TRI-RIVER DOCKS, DAMEN AVENUE TERMINAL WHARF 321.0 Left Chicago Sanitary & Ship Canal

213 108 SIMS METAL MANAGEMENT
SOUTH PAULINA ST YARD WHARF 321.4 Right Chicago Sanitary & Ship Canal

214 108 E. A. COX CONSTRUCTION CO. WHARF 321.9 Right S. Branch Chicago River

215 108 COMMONWEALTH EDISON CO., LOOMIS ST COAL STORAGE TERMINAL 322.1 Right S. Branch Chicago River

216 109 COMMONWEALTH EDISON CO., FISK STATION COAL WHARF 322.4 Right S. Branch Chicago River

217 109 OZINGA CHICAGO RMC INC 323.0 Right S. Branch Chicago River

218 109 CHICAGO WATER TAXI CHINATOWN DOCK 323.6 Left S. Branch Chicago River

219 109 WENDELLA EXCURSION BOAT MOORINGS 325.0 Right S. Branch Chicago River

220 109 SHORELINE EXCURSION WILLIS TOWER DOCK 325.1 Left S. Branch Chicago River

221 109 CHICAGO WATER TAXI MADISON ST DOCK 325.4 Right S. Branch Chicago River

222 110 CHICAGO WATER TAXI LASALLE ST DOCK 325.9 Right Chicago River

223 110 CHICAGO WATER TAXI WENDELLA EXCURSION MICHIGAN AVE DOCK 326.3 Right Chicago River

224 110 SHORELINE EXCURSION MICHIGAN AVE DOCK 326.4 Right Chicago River

225 110 EXCURSION BOAT RIVERSIDE GARDENS DOCK 326.4 Left Chicago River

226 110 NORTH PIER CHICAGO , OGDEN SLIP EXCURSION MOORINGS 326.8 Right Chicago River

227 110 U.S. ARMY CORPS OF ENGINEERS, NORTH PIER MOORING 327.0 Right Chicago River

228 110 METROPOLITAN PIER & EXPOSITION AUTHORITY OF CHICAGO OGDEN SLIP 327.0 Right Chicago River

229 110 CITY OF CHICAGO, POLICE MARINE UNIT PIER 327.1 Left Chicago River

230 110 METROPOLITAN PIER & EXPOSITION AUTHORITY OF CHICAGO NAVY PIER Chicago Harbor

231 110 CITY OF CHICAGO, JARDINE WATER PURIFICATION PLANT Chicago Harbor

232 111 PRAIRIE MATERIAL YARD 32 326.7 Right N Branch Chicago River

233 111 OGDEN AVENUE MATERIALS WHARF 326.8 Right N Branch Chicago River

234 111 CITY OF CHICAGO RECYCLING WHARF 327.2 Left N Branch Chicago River

235 111 MORTON SALT, ELSTON AVE WHARF 327.5 Right N Branch Chicago River

236 111 CHICAGO WATER TAXI NORTH AVE DOCK 327.7 Left N Branch Chicago River

237 111 GENERAL IRON INDUSTRIES RECYCLING CENTER 328.2 Left N Branch Chicago River

238 111 SIMS METAL MANAGEMENT CORTLAND WHARF 328.5 Right N Branch Chicago River

239 111 OZINGA CHICAGO RMC INC 328.5 Right N Branch Chicago River

240 116 PRESTONE PRODUCTS CO 315.8 Right Calumet Sag Channel

241 116 OZINGA MATERIALS, INC., ALSIP YARD #205 WHARF 314.0 Right Calumet Sag Channel

242 116 NUSTAR BLUE ISLAND TERMINAL WHARF 316.5 Right Calumet Sag Channel

243 117 VALERO L.P., BLUE ISLAND TERMINAL 316.9 Right Calumet Sag Channel

244 118 PM AG PRODUCTS 322.3 Left Little Calumet River

245 120 SCRAP CORP. OF AMERICA, BUTLER WHARF 327.1 Right Calumet River

246 119 LAFARGE CORP., CHICAGO TERMINAL 327.2 Left Calumet River

247 120 SCRAP CORP. OF AMERICA, PENNSYLVANIA WHARF 327.1 Right Lake Calumet

248 120 CERES TERMINALS, LAKE CALUMET HARBOR NORTH TERM WF 327.1 Left Lake Calumet

249 120 RESERVE MARINE TERMINALS, CALUMET DOCK #1 327.1 Right Lake Calumet
APPENDIX A-6 BARGE FACILITIES TABLE 2013

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Index Number Chart Number Facility Name River Mile Bank Water Body

250 120 S.H. BELL CO, LAKE CALUMET TERMINAL 327.2 Right Lake Calumet

251 120 INTERSTATE STEEL PROCESSING 327.1 Left Lake Calumet

252 120 KINDER MORGAN CHICAGO TERMINAL, DOCKS A & B WHARVES 327.1 Left Lake Calumet

253 120 IL INTL PORT DISTRICT GRAIN ELEVATORS #1 323.7 Right Lake Calumet

254 120 IL INTL PORT DISTRICT GRAIN ELEVATORS #2 323.7 Right Lake Calumet

255 120 SIMS METAL MANAGEMENT, LAKE CALUMET HARBOR WHARF 327.1 Right Lake Calumet

256 120 ST. MARY'S CEMENT, LAKE CALUMET PLANT DOCK 327.1 Right Lake Calumet

257 120 EMESCO MARINE TERM, LAKE CALUMET SLIP 327.3 Left Lake Calumet

258 120 STEEL COILS, INC. DOCKSIDE PROCESSING CENTER 327.2 Right Lake Calumet

259 120 TOWN AND COUNTRY LANDSCAPING 327.2 Right Lake Calumet

260 120 S.E.E. TERMINAL WHARF 327.5 Left Calumet River

261 120 DOMINO SUGAR DOCK 327.5 Left Calumet River

262 121 KINDER MORGAN, FERRO OPERATION WHARF 328.4 Left Calumet River

263 121 CARGILL, CHICAGO SALT WHARF 328.4 Right Calumet River

264 121 CARGILL, CHICAGO GRAIN WHARF 328.7 Right Calumet River

265 121 PVS CHEMICAL SOLUTIONS WHARF 328.6 Left Calumet River

266 121 MIDWEST MARINE TERMINALS 329.0 Right Calumet River

267 121 NIDERA - CHICAGO & IL RIVER MARKETING 329.2 Right Calumet River

268 121 RESERVE MARINE TERMINALS, CALUMET RIVER DOCK #2 329.2 Left Calumet River

269 121 HORSEHEAD RESOURCE DEVELOPMENT CO., CHICAGO WHARF 329.5 Right Calumet River

270 121 WALSH CONSTRUCTION CO DOCK 330.0 Right Calumet River

271 121 ASHALT OPERATING SERVICES OF CHICAGO, LLC (AOSC) 330.0 Right Calumet River

272 121 DTE CHICAGO FUELS TERMINAL 330.1 Left Calumet River

273 121 CALUMET RIVER TERMINAL 330.3 Left Calumet River

274 121 ARCELORMITTAL LONG CARBON NORTH AMERICA, CALUMET DEPOT 330.6 Left Calumet River

275 122 SPECIALITY STEEL PRODUCTS WHARF 330.7 Left Calumet River

276 122 ARRO CORPORATION 331.0 Right Calumet River

277 122 GENERAL MILLS, RIALTO GRAIN ELEVATOR WHARF 331.0 Right Calumet River

278 122 BEEMSTERBOER SLAG AND BALLAST WHARVES 331.0 Right Calumet River

279 122 MIDWEST MARINE TERMINALS INC 331.0 Right Calumet River

280 122 CARMEUSE LIME, SOUTH WHARF 331.0 Left Calumet River

281 122 CARMEUSE LIME, NORTH WHARF 331.1 Left Calumet River

282 122 HANSON MATERIAL SERVICE, YARD NO. 20 WHARF 331.1 Right Calumet River

283 122 E L G METALS INC 331.1 Right Calumet River

284 122 HOLCIM CHICAGO SOUTH TERMINAL, 103RD ST 331.2 Right Calumet River

285 122 KCBX TERMINALS CO., BARGE-UNLOADING SLIP 331.3 Right Calumet River

286 122 S.H. BELL CO., CHICAGO TERMINAL, BARGE WHARVES 331.3 Left Calumet River

287 122 S.H. BELL CO., CHICAGO TERMINAL, SOUTH SLIP 331.4 Left Calumet River

288 122 S.H. BELL CO., CHICAGO TERMINAL, MIDDLE SLIP 331.4 Left Calumet River

289 122 S.H. BELL CO., CHICAGO TERMINAL, NORTH SLIP 331.5 Left Calumet River

290 122 KCBX TERMINALS CO., LOADING WHARF 331.4 Right Calumet River

291 122 MORTON SALT, CALUMET RIVER WHARF 331.5 Left Calumet River

292 122 KINDRA LAKE TOWING SLIP 331.8 Left Calumet River

293 122 COZZI CALUMET RIVER WHARF 332.0 Right Calumet River

294 122 HOLCIM CHICAGO SOUTH TERMINAL, 95TH ST 332.3 Right Calumet River

295 122 THE BROWN 95TH STREET WHARF 332.3 Right Calumet River

296 122 GREAT LAKES TOWING CO., CALUMET RIVER DOCK 332.4 Left Calumet River

297 122 NORTH AMERICAN SALT CO., CHICAGO PLANT WHARF 332.5 Right Calumet River

298 122 CITY OF CHICAGO, EWING AVENUE DOCK 332.6 Right Calumet River

299 122 SIMS METAL MANAGEMENT EWING WHARF 332.7 Left Calumet River
2013 BARGE FAC APPENDIX A-7 ILITIES TABLE

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Index Number Chart Number Facility Name River Mile Bank Water Body

300 122 U.S. ARMY CORPS OF ENGINEERS, CALUMET HARBOR BOATSHED 332.8 Right Calumet River

301 122 ILLINOIS INTERNATIONAL PORT DISTRICT, IROQUOIS LANDING WHARF 333.1 Left Calumet River

302 122 U.S. ARMY CORPS OF ENGINEERS, CALUMET HARBOR STONE DOCK 333.4 Right Calumet River

303 122 U. S. COAST GUARD STATION, CALUMET HARBOR IL Calumet Harbor
THIS PAGE INTENTIONALLY LEFT BLANK
2013 VERT APPENDIX B-1 ICAL CLEARANCES TABLE - BRIDGES

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Chart

Number

Page

Index

River

Mile

Water Body Bridge Name Type

Horizontal

Clearance (ft)

Vertical

Clearance (ft)

Vertical Clearance

Open (ft)

Low Steel

Elevation (ft)

Water Surface

Elevation (ft)

Water Surface Elevation

Reference

Vertical

Datum

8 1 21.6 Illinois River Hardin Drawbridge Lifting 300.0 27.4 66.5 445.6 418.2 Low Operating Level / Flat Pool NGVD 1929

15 1 43.2 Illinois River Pearl Railroad Bridge Lifting 315.0 21.3 70.7 439.7 418.4 Low Operating Level / Flat Pool NGVD 1929

19 1 56.0 Illinois River Florence Highway Bridge Lifting 203.2 28.1 85.5 446.9 418.8 Low Operating Level / Flat Pool NGVD 1929

21 1 60.2 Illinois River Valley City Highway Dual Bridges Fixed 531.1 72.7 491.6 418.9 Low Operating Level / Flat Pool NGVD 1929

21 2 61.4 Illinois River Norfolk and Western Railroad Bridge Lifting 300.6 33.2 79.3 452.1 418.9 Low Operating Level / Flat Pool NGVD 1929

25 1 71.3 Illinois River Meredosia Bridge Fixed 554.7 74.0 493.0 419.0 Low Operating Level / Flat Pool NGVD 1929

30 1 87.9 Illinois River Beardstown Bridge Fixed 526.0 69.9 498.9 429.0 Low Operating Level / Flat Pool NGVD 1929

30 2 88.8 Illinois River Beardstown Railroad Drawbridge Lifting 300.0 21.0 69.4 450.0 429.0 Low Operating Level / Flat Pool NGVD 1929

40 1 119.6 Illinois River Havana Highway Bridge Fixed 315.0 71.2 500.4 429.2 Low Operating Level / Flat Pool NGVD 1929

51 1 151.2 Illinois River Chicago & Northwestern Railroad Bridge (Pekin Railroad Bridge) Lifting 150.0 34.3 73.3 464.1 429.8 Low Operating Level / Flat Pool NGVD 1929

51 2 153.0 Illinois River Pekin Highway Bridge Fixed 430.0 72.9 502.8 429.9 Low Operating Level / Flat Pool NGVD 1929

53 1 158.0 Illinois River I-474 Dual Bridges Fixed 500.0 65.0 505.0 440.0 Low Operating Level / Flat Pool NGVD 1929

54 1 160.6 Illinois River Peoria and Pekin Union Railroad Drawbridge Lifting 307.0 19.8 63.7 459.8 440.0 Low Operating Level / Flat Pool NGVD 1929

54 2 161.5 Illinois River Cedar Street Bridge Fixed 280.0 79.3 519.3 440.0 Low Operating Level / Flat Pool NGVD 1929

54 3 162.2 Illinois River Bob Michel Bridge Fixed 305.0 63.7 503.7 440.0 Low Operating Level / Flat Pool NGVD 1929

54 4 162.7 Illinois River Murray Baker Bridge Fixed 500.0 65.6 505.6 440.0 Low Operating Level / Flat Pool NGVD 1929

55 1 165.8 Illinois River McClugage Dual Bridge Fixed 411.0 66.4 506.4 440.0 Low Operating Level / Flat Pool NGVD 1929

62 1 181.9 Illinois River Atchison Topeka and Santa Fe Railroad Bridge Fixed 360.0 58.8 498.8 440.0 Low Operating Level / Flat Pool NGVD 1929

64 1 189.1 Illinois River Lacon Bridge Fixed 350.0 59.9 499.9 440.0 Low Operating Level / Flat Pool NGVD 1929

67 1 196.0 Illinois River Henry Bridge Fixed 350.0 59.2 499.2 440.0 Low Operating Level / Flat Pool NGVD 1929

71 1 207.8 Illinois River I-80 (FAI Route 180) Bridge Fixed 350.0 60.9 501.0 440.1 Low Operating Level / Flat Pool NGVD 1929

74 1 218.4 Illinois River Spring Valley Bridge Fixed 350.0 61.8 502.0 440.2 Low Operating Level / Flat Pool NGVD 1929

76 1 222.8 Illinois River Peru Highway Bridge Fixed 400.0 65.0 505.2 440.2 Low Operating Level / Flat Pool NGVD 1929

76 2 224.7 Illinois River La Salle Highway Bridge Fixed 249.3 64.9 505.2 440.3 Low Operating Level / Flat Pool NGVD 1929

76 3 225.5 Illinois River Illinois Central Railroad Bridge Fixed 260.0 64.4 504.7 440.3 Low Operating Level / Flat Pool NGVD 1929

76 4 225.8 Illinois River Abraham Lincoln Memorial Bridge Fixed 582.0 66.3 506.6 440.3 Low Operating Level / Flat Pool NGVD 1929

78 1 229.6 Illinois River Utica Bridge Fixed 356.0 65.7 506.0 440.3 Low Operating Level / Flat Pool NGVD 1929

81 1 239.4 Illinois River Burlington Northern Railroad Drawbridge Lifting 167.0 21.7 48.1 480.2 458.5 Low Operating Level / Flat Pool NGVD 1929

81 2 239.7 Illinois River Veterans Memorial Highway Bridge Fixed 466.0 47.6 506.1 458.5 Low Operating Level / Flat Pool NGVD 1929

83 1 246.9 Illinois River Marseilles Bridge Fixed 225.0 48.9 531.7 482.8 Low Operating Level / Flat Pool NGVD 1929

85 1 252.8 Illinois River Seneca Bridge Fixed 354.0 51.9 534.7 482.8 Low Operating Level / Flat Pool NGVD 1929

85 2 254.1 Illinois River Chessie Railroad Drawbridge Lifting 140.0 20.5 48.1 503.3 482.8 Low Operating Level / Flat Pool NGVD 1929

89 1 263.4 Illinois River Morris Bridge Fixed 350.0 51.5 534.3 482.8 Low Operating Level / Flat Pool NGVD 1929

91 1 270.6 Illinois River Elgin Joliet and Eastern Railroad Drawbridge Lifting 300.1 30.9 60.9 513.7 482.8 Low Operating Level / Flat Pool NGVD 1929

93 1 277.9 Des Plaines River Smiths Bridge Fixed 420.6 47.7 552.2 504.5 Low Operating Level / Flat Pool NGVD 1929

96 1 284.9 Des Plaines River Conmmonwealth-Edison Suspension Bridge Suspension 362.7 52.2 556.7 504.5 Low Operating Level / Flat Pool NGVD 1929

96 2 285.8 Des Plaines River Brandon Road Drawbridge Bascule 110.0 17.8 66.9 522.3 504.5 Low Operating Level / Flat Pool NGVD 1929

96 3 286.9 Des Plaines River I-80 Bridge Fixed 300.0 47.4 585.9 538.5 Low Operating Level / Flat Pool NGVD 1929

96 4 287.3 Des Plaines River McDonough Street Drawbridge Bascule 150.0 17.0 47.5 555.5 538.5 Low Operating Level / Flat Pool NGVD 1929

96 5 287.6 Des Plaines River Chicago, Rock Island and Pacific Railway Drawbridge Lifting 150.0 10.0 58.6 548.5 538.5 Low Operating Level / Flat Pool NGVD 1929

96 6 287.9 Des Plaines River Jefferson Street Drawbridge Bascule 150.0 17.1 47.5 555.6 538.5 Low Operating Level / Flat Pool NGVD 1929

97 1 288.1 Des Plaines River Cass Street Drawbridge Bascule 150.0 17.1 47.5 555.6 538.5 Low Operating Level / Flat Pool NGVD 1929

97 2 288.4 Des Plaines River Jackson Street Drawbridge Bascule 150.0 17.1 47.5 555.6 538.5 Low Operating Level / Flat Pool NGVD 1929

97 3 288.7 Des Plaines River Ruby Street Drawbridge Bascule 200.0 17.1 47.5 555.6 538.5 Low Operating Level / Flat Pool NGVD 1929

97 4 290.0 Chicago Sanitary & Ship Canal Elgin Joliet and Eastern Railroad Drawbridge Lifting 225.0 27.1 51.9 565.6 538.5 Low Operating Level / Flat Pool NGVD 1929

98 5 292.7 Chicago Sanitary & Ship Canal Lockport Ninth Street Bridge Fixed 225.0 48.2 625.7 577.5 Low Operating Level / Flat Pool NGVD 1929

99 1 296.2 Chicago Sanitary & Ship Canal Romeoville Highway Bridge Fixed 160.0 51.0 628.5 577.5 Low Operating Level / Flat Pool NGVD 1929

99 2 295.4 Chicago Sanitary & Ship Canal ONEOK Overhead Natural Gas Pipeline Pipeline 160.0 53.1 631.1 577.5 Low Operating Level / Flat Pool NGVD 1929

100 1 299.0 Chicago Sanitary & Ship Canal I-355 Highway Bridge Fixed 160.0 74.9 652.4 577.5 Low Operating Level / Flat Pool NGVD 1929
APPENDIX B-2 VERTICAL CLEARANCES TABLE - BRIDGES 2013

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Chart

Number

Page

Index

River

Mile

Water Body Bridge Name Type

Horizontal

Clearance (ft)

Vertical

Clearance (ft)

Vertical Clearance

Open (ft)

Low Steel

Elevation (ft)

Water Surface

Elevation (ft)

Water Surface Elevation

Reference

Vertical

Datum

100 2 296.6 Chicago Sanitary & Ship Canal Enbridge Energy Oil Pipeline Pipeline 160.0 42.2 620.2 577.5 Low Operating Level / Flat Pool NGVD 1929

101 1 300.4 Chicago Sanitary & Ship Canal Lemont Highway Bridge Fixed 160.0 49.3 626.8 577.5 Low Operating Level / Flat Pool NGVD 1929

101 2 300.5 Chicago Sanitary & Ship Canal Atchison Topeka and Santa Fe Railway Bridge Swing 160.0 19.7 Does Not Open 597.2 577.5 Low Operating Level / Flat Pool NGVD 1929

102 1 304.1 Chicago Sanitary & Ship Canal Sag Highway Bridge Fixed 160.0 40.0 617.5 577.5 Low Operating Level / Flat Pool NGVD 1929

102 2 303.9 Calumet Sag Channel Gulf, Mobile and Ohio Railroad Bridge Fixed 225.0 24.6 602.1 577.5 Low Operating Level / Flat Pool NGVD 1929

102 3 304.2 Calumet Sag Channel Sag Highway Bridge Fixed 250.0 40.0 617.5 577.5 Low Operating Level / Flat Pool NGVD 1929

102 4 303.3 Chicago Sanitary & Ship Canal West Shore Overhead Gasoline Pipeline Pipeline 160.0 47.8 625.8 577.5 Low Operating Level / Flat Pool NGVD 1929

103 1 307.9 Chicago Sanitary & Ship Canal Willow Springs Highway Bridge Fixed 160.0 41.2 618.7 577.5 Low Operating Level / Flat Pool NGVD 1929

103 2 309.2 Chicago Sanitary & Ship Canal Illinois State Toll Highway Bridge Fixed 240.0 41.5 619.0 577.5 Low Operating Level / Flat Pool NGVD 1929

103 3 309.3 Chicago Sanitary & Ship Canal Mannheim Road (Justic Highway) Bridge Fixed 270.4 40.5 618.0 577.5 Low Operating Level / Flat Pool NGVD 1929

105 1 312.3 Chicago Sanitary & Ship Canal Baltimore and Ohio, Chicago Terminal Railroad Bridge Fixed 133.7 19.5 597.0 577.5 Low Operating Level / Flat Pool NGVD 1929

105 2 313.0 Chicago Sanitary & Ship Canal Lawndale Avenue Bridge Fixed 160.0 40.4 617.9 577.5 Low Operating Level / Flat Pool NGVD 1929

105 3 313.1 Chicago Sanitary & Ship Canal Lawndale Avenue Off-Ramp Bridge Fixed 160.0 43.2 620.7 577.5 Low Operating Level / Flat Pool NGVD 1929

105 4 313.4 Chicago Sanitary & Ship Canal Southwest Expressway Bridge Fixed 162.0 42.4 619.9 577.5 Low Operating Level / Flat Pool NGVD 1929

105 5 314.0 Chicago Sanitary & Ship Canal Southern Harlem Avenue Bridge Bascule 140.0 24.9 Does Not Open 602.4 577.5 Low Operating Level / Flat Pool NGVD 1929

105 6 314.8 Chicago Sanitary & Ship Canal Atchison Topeka and Santa Fe Railway Bridge Swing 107.0 19.5 Does Not Open 597.0 577.5 Low Operating Level / Flat Pool NGVD 1929

105 7 316.2 Chicago Sanitary & Ship Canal Central Avenue Bridge Fixed 218.0 45.8 623.3 577.5 Low Operating Level / Flat Pool NGVD 1929

107 1 317.3 Chicago Sanitary & Ship Canal South Cicero Avenue Bridge Twin Span Bascule 140.0 18.6 596.1 577.5 Low Operating Level / Flat Pool NGVD 1929

107 2 317.5 Chicago Sanitary & Ship Canal Chicago and Western Indiana Railroad Bridge Swing 97.0 18.6 Does Not Open 596.1 577.5 Low Operating Level / Flat Pool NGVD 1929

107 3 318.4 Chicago Sanitary & Ship Canal South Pulaski Road Highway Bridge Bascule 140.0 31.7 609.2 577.5 Low Operating Level / Flat Pool NGVD 1929

107 4 318.9 Chicago Sanitary & Ship Canal Illinois Northern Bridge Swing 95.0 19.5 Does Not Open 597.0 577.5 Low Operating Level / Flat Pool NGVD 1929

108 1 319.5 Chicago Sanitary & Ship Canal South Kedzie Avenue Bridge Fixed 130.0 23.0 600.5 577.5 Low Operating Level / Flat Pool NGVD 1929

108 2 319.6 Chicago Sanitary & Ship Canal Illinois Chicago Railroad Bridge Swing 100.0 20.1 Does Not Open 597.6 577.5 Low Operating Level / Flat Pool NGVD 1929

108 3 320.0 Chicago Sanitary & Ship Canal South California Avenue Bridge Bascule 128.0 19.1 596.6 577.5 Low Operating Level / Flat Pool NGVD 1929

108 4 320.4 Chicago Sanitary & Ship Canal Conrail CSX Railroad Bridge Bascule 120.0 17.6 595.1 577.5 Low Operating Level / Flat Pool NGVD 1929

108 5 320.5 Chicago Sanitary & Ship Canal Western Avenue Bridge Fixed 153.3 22.9 600.4 577.5 Low Operating Level / Flat Pool NGVD 1929

108 6 321.1 Chicago Sanitary & Ship Canal South Damen Avenue Bridge Bascule 140.3 28.9 606.4 577.5 Low Operating Level / Flat Pool NGVD 1929

108 7 321.7 Chicago Sanitary & Ship Canal Ashland Avenue Highway Bridge Bascule 183.0 22.2 599.7 577.5 Low Operating Level / Flat Pool NGVD 1929

108 8 321.9 S Branch Chicago River Loomis Street Highway Bridge Bascule 103.0 23.6 601.1 577.5 Low Operating Level / Flat Pool NGVD 1929

108 9 322.0 S Branch Chicago River - S Fork RR Bridge - Bascule Span Bascule 107.8 18.4 595.9 577.5 Low Operating Level / Flat Pool NGVD 1929

108 10 322.1 S Branch Chicago River - S Fork RR Bridge Fixed 118.6 18.5 596.0 577.5 Low Operating Level / Flat Pool NGVD 1929

108 11 322.2 S Branch Chicago River - S Fork Adler E. Stevenson Expressway Dual Bridges Fixed 97.4 34.5 612.0 577.5 Low Operating Level / Flat Pool NGVD 1929

108 12 322.3 S Branch Chicago River - S Fork South Archer Avenue Bridge Fixed 95.3 19.3 596.8 577.5 Low Operating Level / Flat Pool NGVD 1929

109 13 322.8 S Branch Chicago River South Halsted Street Bridge Fixed 163.8 22.1 599.6 577.5 Low Operating Level / Flat Pool NGVD 1929

109 14 322.9 S Branch Chicago River Dan Ryan Expressway Bridge Bascule 170.0 64.2 641.7 577.5 Low Operating Level / Flat Pool NGVD 1929

109 15 323.2 S Branch Chicago River Cermak Highway Bridge Bascule 129.6 20.4 597.9 577.5 Low Operating Level / Flat Pool NGVD 1929

109 16 323.3 S Branch Chicago River Canal Street Highway Bridge Bascule 167.0 23.6 601.1 577.5 Low Operating Level / Flat Pool NGVD 1929

109 17 323.4 S Branch Chicago River Pittsburg, Fort Wayne and Chicago Railroad Bridge Lifting 156.0 11.1 120 588.6 577.5 Low Operating Level / Flat Pool NGVD 1929

109 18 323.6 S Branch Chicago River Eighteenth Street Highway Bridge Bascule 125.0 24.5 602.0 577.5 Low Operating Level / Flat Pool NGVD 1929

109 19 323.8 S Branch Chicago River CSX Burlington Northern Santa Fe Illinois Central RR Bridge Bascule 171.0 22.1 599.6 577.5 Low Operating Level / Flat Pool NGVD 1929

109 20 323.9 S Branch Chicago River Baltimore and Ohio, Chicago Terminal Railroad Bridge Bascule 171.0 Open 577.5 Low Operating Level / Flat Pool NGVD 1929

109 21 324.3 S Branch Chicago River Roosevelt Road Highway Bridge Bascule 158.7 25.3 602.8 577.5 Low Operating Level / Flat Pool NGVD 1929

109 22 324.8 S Branch Chicago River Harrison Street Highway Bridge Bascule 159.0 23.2 600.7 577.5 Low Operating Level / Flat Pool NGVD 1929

109 23 324.8 S Branch Chicago River Eisenhower Expressway Bridge Bascule 168.0 25.1 602.6 577.5 Low Operating Level / Flat Pool NGVD 1929

109 24 324.9 S Branch Chicago River Van Buren Street Highway Bridge Bascule 166.0 23.4 600.9 577.5 Low Operating Level / Flat Pool NGVD 1929

109 25 325.0 S Branch Chicago River Jackson Boulevard Highway Bridge Bascule 143.1 20.4 597.9 577.5 Low Operating Level / Flat Pool NGVD 1929

109 26 325.1 S Branch Chicago River Adams Street Highway Bridge Bascule 148.9 20.3 597.8 577.5 Low Operating Level / Flat Pool NGVD 1929

109 27 325.2 S Branch Chicago River Monroe Street Highway Bridge Bascule 156.0 19.4 596.9 577.5 Low Operating Level / Flat Pool NGVD 1929

109 28 325.3 S Branch Chicago River Madison Street Highway Bridge Bascule 172.1 19.5 597.0 577.5 Low Operating Level / Flat Pool NGVD 1929
2013 VERT APPENDIX B-3 ICAL CLEARANCES TABLE - BRIDGES

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Chart

Number

Page

Index

River

Mile

Water Body Bridge Name Type

Horizontal

Clearance (ft)

Vertical

Clearance (ft)

Vertical Clearance

Open (ft)

Low Steel

Elevation (ft)

Water Surface

Elevation (ft)

Water Surface Elevation

Reference

Vertical

Datum

109 29 325.4 S Branch Chicago River Randolph Street Highway Bridge Bascule 155.4 21.3 598.8 577.5 Low Operating Level / Flat Pool NGVD 1929

109 30 325.4 S Branch Chicago River Washington Street Highway Bridge Bascule 134.0 23.3 600.8 577.5 Low Operating Level / Flat Pool NGVD 1929

110 31 325.5 S Branch Chicago River Lake Street Highway Bridge Bascule 206.8 19.4 596.9 577.5 Low Operating Level / Flat Pool NGVD 1929

110 32 325.6 Chicago River Franklin-Orleans Street Highway Bridge Bascule 190.0 19.5 597.0 577.5 Low Operating Level / Flat Pool NGVD 1929

110 33 325.7 Chicago River Wells Street Highway Bridge Bascule 219.5 19.2 596.7 577.5 Low Operating Level / Flat Pool NGVD 1929

110 34 325.8 Chicago River LaSalle Street Highway Bridge Bascule 195.5 19.2 596.7 577.5 Low Operating Level / Flat Pool NGVD 1929

110 35 325.9 Chicago River Clark Street Highway Bridge Bascule 195.0 20.3 597.8 577.5 Low Operating Level / Flat Pool NGVD 1929

110 36 326.1 Chicago River Dearborn Street Highway Bridge Bascule 200.0 23.0 600.5 577.5 Low Operating Level / Flat Pool NGVD 1929

110 37 326.2 Chicago River State Street Highway Bridge Bascule 200.0 22.0 599.5 577.5 Low Operating Level / Flat Pool NGVD 1929

110 38 326.3 Chicago River Wabash Avenue Bridge Bascule 178.0 23.5 601.0 577.5 Low Operating Level / Flat Pool NGVD 1929

110 39 326.4 Chicago River Michigan Avenue Highway Bridge Bascule 170.0 18.7 596.2 577.5 Low Operating Level / Flat Pool NGVD 1929

110 40 326.6 Chicago River Columbus Drive Bridge Bascule 178.8 27.0 604.5 577.5 Low Operating Level / Flat Pool NGVD 1929

110 41 326.8 Chicago River Outer Drive Highway Bridge Bascule 210.0 26.1 603.6 577.5 Low Operating Level / Flat Pool NGVD 1929

110 42 325.7 N Branch Chicago River Union Pacific Railroad Bridge Bascule 103.2 Open 577.5 Low Operating Level / Flat Pool NGVD 1929

110 43 325.8 N Branch Chicago River Kinzie Street Bridge Bascule 106.7 18.1 595.6 577.5 Low Operating Level / Flat Pool NGVD 1929

110 44 326.0 N Branch Chicago River Grand Avenue Bridge Bascule 129.3 19.4 596.9 577.5 Low Operating Level / Flat Pool NGVD 1929

110 45 326.1 N Branch Chicago River Kennedy Expressway Feeder Bridge Bascule 143.0 33.5 611.0 577.5 Low Operating Level / Flat Pool NGVD 1929

110 46 326.4 N Branch Chicago River Chicago Avenue Bridge Bascule 144.0 20.2 597.7 577.5 Low Operating Level / Flat Pool NGVD 1929

111 47 326.6 N Branch Chicago River Halsted Street Bridge Bascule 138.4 25.2 602.7 577.5 Low Operating Level / Flat Pool NGVD 1929

111 48 327.3 N Branch Chicago River Division Street Bridge Bascule 99.2 18.7 596.2 577.5 Low Operating Level / Flat Pool NGVD 1929

111 49 328.8 N Branch Chicago River North Avenue Bridge Fixed 128.2 18.8 596.3 577.5 Low Operating Level / Flat Pool NGVD 1929

111 50 328.4 N Branch Chicago River Chicago, Central, St. Paul & Pacific RR Bridge Swing 82.7 9.9 587.4 577.5 Low Operating Level / Flat Pool NGVD 1929

111 51 328.5 N Branch Chicago River Cortland Street Bridge Fixed 112.6 18.7 596.2 577.5 Low Operating Level / Flat Pool NGVD 1929

111 52 328.9 N Branch Chicago River Webster Avenue Bridge Fixed 133.7 19.4 596.9 577.5 Low Operating Level / Flat Pool NGVD 1929

111 53 329.0 N Branch Chicago River Ashland Avenue Bridge Fixed 169.3 18.8 596.3 577.5 Low Operating Level / Flat Pool NGVD 1929

111 54 329.1 N Branch Chicago River Union Pacific Railroad Bridge Fixed 146.3 20.3 597.8 577.5 Low Operating Level / Flat Pool NGVD 1929

111 55 329.4 N Branch Chicago River Fullerton Avenue Bridge Fixed 93.1 23.9 601.4 577.5 Low Operating Level / Flat Pool NGVD 1929

111 56 329.7 N Branch Chicago River Damen Ave. Bridge Fixed 118.8 26.5 604.0 577.5 Low Operating Level / Flat Pool NGVD 1929

112 57 330.1 N Branch Chicago River Diversey Parkway Bridge Fixed 94.7 24.1 601.6 577.5 Low Operating Level / Flat Pool NGVD 1929

112 58 330.5 N Branch Chicago River Western Ave. Bridge Fixed 97.0 19.5 597.0 577.5 Low Operating Level / Flat Pool NGVD 1929

112 59 330.8 N Branch Chicago River Belmont Ave. Bridge Fixed 76.3 21.1 598.6 577.5 Low Operating Level / Flat Pool NGVD 1929

112 60 331.4 N Branch Chicago River Addison Street Bridge Fixed 69.7 17.1 594.6 577.5 Low Operating Level / Flat Pool NGVD 1929

113 1 307.4 Calumet Sag Channel New 104th Avenue Highway Bridge Fixed 225.0 25.1 602.6 577.5 Low Operating Level / Flat Pool NGVD 1929

113 2 308.4 Calumet Sag Channel 96th Avenue Twin Span Highway Bridge Fixed 225.0 25.2 602.7 577.5 Low Operating Level / Flat Pool NGVD 1929

113 3 310.7 Calumet Sag Channel Southwest Highway Bridge Fixed 188.5 26.1 603.6 577.5 Low Operating Level / Flat Pool NGVD 1929

113 4 310.9 Calumet Sag Channel Wabash Railroad Bridge Fixed 225.0 44.5 622.0 577.5 Low Operating Level / Flat Pool NGVD 1929

115 1 311.5 Calumet Sag Channel New Harlem Avenue Highway Bridge Fixed 225.0 25.2 602.7 577.5 Low Operating Level / Flat Pool NGVD 1929

115 2 312.5 Calumet Sag Channel Ridgeland Avenue Highway Bridge Fixed 225.0 25.0 602.5 577.5 Low Operating Level / Flat Pool NGVD 1929

116 3 314.2 Calumet Sag Channel 127th Street (Burr Oak Ave.) Highway Bridge Fixed 225.0 25.9 603.4 577.5 Low Operating Level / Flat Pool NGVD 1929

116 4 314.9 Calumet Sag Channel Cicero Avenue Highway Bridge Fixed 199.0 25.1 602.6 577.5 Low Operating Level / Flat Pool NGVD 1929

116 5 315.7 Calumet Sag Channel Northern Illinois Toll Highway Bridge Fixed 225.0 41.2 618.7 577.5 Low Operating Level / Flat Pool NGVD 1929

116 6 316.0 Calumet Sag Channel Crawford Avenue Highway Bridge Fixed 199.4 27.0 604.5 577.5 Low Operating Level / Flat Pool NGVD 1929

116 7 316.2 Calumet Sag Channel BP Overhead EPL Pipeline Pipeline 225.0 41.6 619.9 577.5 Low Operating Level / Flat Pool NGVD 1929

116 8 316.6 Calumet Sag Channel TEPPCO Overhead LPG Pipeline Pipeline 225.0 24.4 602.7 577.5 Low Operating Level / Flat Pool NGVD 1929

116 9 316.8 Calumet Sag Channel West Shore Overhead Gasoline Pipeline Pipeline 225.0 29.6 607.9 577.5 Low Operating Level / Flat Pool NGVD 1929

117 1 317.0 Calumet Sag Channel New Kedzie Avenue Bridge Fixed 225.0 25.0 602.5 577.5 Low Operating Level / Flat Pool NGVD 1929

117 2 317.4 Calumet Sag Channel Francisco Avenue Bridge Fixed 225.0 25.7 603.2 577.5 Low Operating Level / Flat Pool NGVD 1929

117 3 317.6 Calumet Sag Channel New Baltimore and Ohio Chicago Terminal Railroad Bridge Fixed 225.0 25.2 602.7 577.5 Low Operating Level / Flat Pool NGVD 1929

117 4 317.6 Calumet Sag Channel Grand Trunk Western Bridge Fixed 225.0 25.0 602.5 577.5 Low Operating Level / Flat Pool NGVD 1929
APPENDIX B-4 VERTICAL CLEARANCES TABLE - BRIDGES 2013

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Chart

Number

Page

Index

River

Mile

Water Body Bridge Name Type

Horizontal

Clearance (ft)

Vertical

Clearance (ft)

Vertical Clearance

Open (ft)

Low Steel

Elevation (ft)

Water Surface

Elevation (ft)

Water Surface Elevation

Reference

Vertical

Datum

117 5 317.6 Calumet Sag Channel New Grand Trunk and Chicago, Rock Island and Pacific Railroad BridgeFixed 225.0 25.0 602.5 577.5 Low Operating Level / Flat Pool NGVD 1929

117 6 317.6 Calumet Sag Channel New Baltimore and Ohio Chicago Terminal Railroad Bridge Fixed 225.0 25.0 602.5 577.5 Low Operating Level / Flat Pool NGVD 1929

117 7 317.9 Calumet Sag Channel New Chicago, Rock Island and Pacific Railroad Bridge Fixed 225.0 25.6 603.1 577.5 Low Operating Level / Flat Pool NGVD 1929

117 8 318.0 Calumet Sag Channel New Western Avenue Highway Bridge Fixed 226.5 45.4 622.9 577.5 Low Operating Level / Flat Pool NGVD 1929

117 9 318.2 Calumet Sag Channel Chatham Street Highway Bridge Fixed 225.0 25.9 603.4 577.5 Low Operating Level / Flat Pool NGVD 1929

117 10 318.5 Calumet Sag Channel New Division Street Highway Bridge Fixed 225.0 25.2 602.7 577.5 Low Operating Level / Flat Pool NGVD 1929

117 11 319.0 Calumet Sag Channel New Dan Ryan Expressway Bridge Fixed 225.0 39.8 617.3 577.5 Low Operating Level / Flat Pool NGVD 1929

117 12 319.0 Calumet Sag Channel Ashland Avenue Highway Bridge Fixed 223.0 27.0 604.5 577.5 Low Operating Level / Flat Pool NGVD 1929

117 13 316.9 Calumet Sag Channel PREMCOR Overhead Pipeline Pipeline 225.0 29.8 608.1 577.5 Low Operating Level / Flat Pool NGVD 1929

118 1 320.1 Little Calumet River Halsted Street Bridge Fixed 208.4 27.1 604.6 577.5 Low Operating Level / Flat Pool NGVD 1929

118 2 320.7 Little Calumet River Conrail Railroad Bridge (Abandoned) Fixed 249.4 25.4 602.9 577.5 Low Operating Level / Flat Pool NGVD 1929

118 3 322.2 Little Calumet River Illinois Central Railroad Bridge Fixed 298.6 25.4 602.9 577.5 Low Operating Level / Flat Pool NGVD 1929

118 4 322.4 Little Calumet River Indiana Avenue Bridge Fixed 249.8 26.9 604.4 577.5 Low Operating Level / Flat Pool NGVD 1929

118 5 322.7 Little Calumet River (CWI) Indiana Harbor Belt Railroad Bridge Fixed 249.2 25.2 602.7 577.5 Low Operating Level / Flat Pool NGVD 1929

119 1 324.6 Little Calumet River I-94 Bridge Fixed 244.1 41.0 618.5 577.5 Low Operating Level / Flat Pool NGVD 1929

119 2 325.3 Little Calumet River ConRail Railroad Bridge Fixed 249.3 25.1 602.6 577.5 Low Operating Level / Flat Pool NGVD 1929

119 3 327.0 Calumet River Chicago South Shore & South Bend Railroad Bridge Fixed 263.5 29.5 607.0 577.5 Low Water Datum, Lake Michigan IGLD 1985

119 4 327.0 Calumet River 130th Street Bridge Fixed 218.0 30.2 607.7 577.5 Low Water Datum, Lake Michigan IGLD 1985

121 1 327.7 Calumet River Norfolk Southern Railroad Bridge Lifting 219.7 22.5 125 600.0 577.5 Low Water Datum, Lake Michigan IGLD 1985

121 2 328.1 Calumet River Torrence Ave. Bridge Lifting 197.9 24.1 126 601.6 577.5 Low Water Datum, Lake Michigan IGLD 1985

121 3 328.1 Calumet River (CWI) Indiana Harbour Belt Railroad Bridge Lifting 217.7 22.5 125 600.0 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 1 330.8 Calumet River 106th Street Bridge Bascule 217.7 19.4 596.9 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 2 331.6 Calumet River 100th Street Bridge Bascule 197.9 18.5 596.0 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 3 331.9 Calumet River I-90 Chicago Skyway Toll Bridge Fixed 229.8 126.0 703.5 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 4 332.0 Calumet River ConRail Railroad Bridge Lifting 144.0 23.8 120 601.3 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 5 332.1 Calumet River ConRail Railroad Bridge Lifting 144.0 Open 120 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 6 332.3 Calumet River 95th Street Bridge Bascule 197.6 23.6 601.1 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 7 332.6 Calumet River 92nd Street Bridge Bascule 191.6 19.1 596.6 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 8 332.7 Calumet River Elgin, Joliet & Eastern Railroad Bridge Lifting 209.7 7.3 126.7 584.8 577.5 Low Water Datum, Lake Michigan IGLD 1985
U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY

MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

2013 VERTICAL CLEARANCES TABLE – OVERHEAD CABLES APPENDIX B-5

Chart 

Number

River 

Mile Water Body Vertical Clearance (ft)

Water Surface 

Elevation (ft)

Water Surface Elevation 

Reference

Vertical 

Datum

Chart 

Number

River 

Mile Water Body Vertical 

Clearance (ft)

Water Surface 

Elevation (ft)

Water Surface Elevation 

Reference

Vertical 

Datum

4 10.5 Illinois River 93.0 420.0 Low Operating Level / Flat Pool NGVD 1929 91 270.7 Illinois River 69.1 482.8 Low Operating Level / Flat Pool NGVD 1929

8 20.7 Illinois River 87.8 420.0 Low Operating Level / Flat Pool NGVD 1929 91 270.7 Illinois River 92.9 482.8 Low Operating Level / Flat Pool NGVD 1929

11 31.8 Illinois River 89.0 420.0 Low Operating Level / Flat Pool NGVD 1929 91 270.8 Illinois River 77.7 482.8 Low Operating Level / Flat Pool NGVD 1929

12 33.7 Illinois River 88.2 420.0 Low Operating Level / Flat Pool NGVD 1929 91 270.8 Illinois River 83.9 482.8 Low Operating Level / Flat Pool NGVD 1929

15 43.2 Illinois River 93.1 420.0 Low Operating Level / Flat Pool NGVD 1929 91 270.8 Illinois River 74.5 482.8 Low Operating Level / Flat Pool NGVD 1929

15 43.4 Illinois River 92.9 420.0 Low Operating Level / Flat Pool NGVD 1929 93 276.2 Des Plaines River 72.2 504.5 Low Operating Level / Flat Pool NGVD 1929

18 52.2 Illinois River 103.7 420.0 Low Operating Level / Flat Pool NGVD 1929 93 276.2 Des Plaines River 97.6 504.5 Low Operating Level / Flat Pool NGVD 1929

19 54.8 Illinois River 95.2 420.0 Low Operating Level / Flat Pool NGVD 1929 93 276.2 Des Plaines River 73.2 504.5 Low Operating Level / Flat Pool NGVD 1929

21 61.4 Illinois River 91.1 420.0 Low Operating Level / Flat Pool NGVD 1929 94 279.7 Des Plaines River 66.6 504.5 Low Operating Level / Flat Pool NGVD 1929

23 65.9 Illinois River 130.4 420.0 Low Operating Level / Flat Pool NGVD 1929 95 284.6 Des Plaines River 65.1 504.5 Low Operating Level / Flat Pool NGVD 1929

25 70.9 Illinois River 132.5 420.0 Low Operating Level / Flat Pool NGVD 1929 95 284.7 Des Plaines River 86.3 504.5 Low Operating Level / Flat Pool NGVD 1929

25 70.9 Illinois River 132.5 420.0 Low Operating Level / Flat Pool NGVD 1929 96 285.0 Des Plaines River 97.5 504.5 Low Operating Level / Flat Pool NGVD 1929

30 88.1 Illinois River 106.1 429.1 Low Operating Level / Flat Pool NGVD 1929 96 285.1 Des Plaines River 97.4 504.5 Low Operating Level / Flat Pool NGVD 1929

30 88.8 Illinois River 91.6 429.1 Low Operating Level / Flat Pool NGVD 1929 96 285.8 Des Plaines River 69.6 504.5 Low Operating Level / Flat Pool NGVD 1929

31 91.7 Illinois River 79.2 429.1 Low Operating Level / Flat Pool NGVD 1929 97 288.3 Des Plaines River 63.1 538.5 Low Operating Level / Flat Pool NGVD 1929

40 118.7 Illinois River 111.8 429.5 Low Operating Level / Flat Pool NGVD 1929 97 289.4 Des Plaines River 69.4 538.5 Low Operating Level / Flat Pool NGVD 1929

40 119.9 Illinois River 112.5 429.5 Low Operating Level / Flat Pool NGVD 1929 97 290.0 Des Plaines River 70.0 538.5 Low Operating Level / Flat Pool NGVD 1929

46 138.7 Illinois River 89.5 429.8 Low Operating Level / Flat Pool NGVD 1929 97 290.0 Des Plaines River 81.5 538.5 Low Operating Level / Flat Pool NGVD 1929

50 150.3 Illinois River 97.7 429.9 Low Operating Level / Flat Pool NGVD 1929 98 290.9 Des Plaines River 72.9 538.5 Low Operating Level / Flat Pool NGVD 1929

50 150.3 Illinois River 97.7 429.9 Low Operating Level / Flat Pool NGVD 1929 98 292.8 Chicago Sanitary & Ship Canal 52.8 577.5 Low Operating Level / Flat Pool NGVD 1929

51 151.2 Illinois River 112.7 429.9 Low Operating Level / Flat Pool NGVD 1929 99 295.4 Chicago Sanitary & Ship Canal 85.0 577.5 Low Operating Level / Flat Pool NGVD 1929

51 152.9 Illinois River 94.8 429.9 Low Operating Level / Flat Pool NGVD 1929 99 295.4 Chicago Sanitary & Ship Canal 107.1 577.5 Low Operating Level / Flat Pool NGVD 1929

52 154.6 Illinois River 120.3 430.0 Low Operating Level / Flat Pool NGVD 1929 99 295.5 Chicago Sanitary & Ship Canal 76.6 577.5 Low Operating Level / Flat Pool NGVD 1929

52 154.7 Illinois River 101.7 430.0 Low Operating Level / Flat Pool NGVD 1929 99 295.8 Chicago Sanitary & Ship Canal 78.3 577.5 Low Operating Level / Flat Pool NGVD 1929

52 154.7 Illinois River 101.7 430.0 Low Operating Level / Flat Pool NGVD 1929 99 295.8 Chicago Sanitary & Ship Canal 77.4 577.5 Low Operating Level / Flat Pool NGVD 1929

53 159.9 Illinois River 85.2 440.0 Low Operating Level / Flat Pool NGVD 1929 99 296.2 Chicago Sanitary & Ship Canal 49.1 577.5 Low Operating Level / Flat Pool NGVD 1929

54 161.7 Illinois River 85.7 440.0 Low Operating Level / Flat Pool NGVD 1929 100 298.6 Chicago Sanitary & Ship Canal 72.4 577.5 Low Operating Level / Flat Pool NGVD 1929

54 163.0 Illinois River 78.0 440.0 Low Operating Level / Flat Pool NGVD 1929 101 300.3 Chicago Sanitary & Ship Canal 78.1 577.5 Low Operating Level / Flat Pool NGVD 1929

56 166.1 Illinois River 102.1 440.0 Low Operating Level / Flat Pool NGVD 1929 101 300.5 Chicago Sanitary & Ship Canal 54.2 577.5 Low Operating Level / Flat Pool NGVD 1929

62 182.0 Illinois River 92.9 440.0 Low Operating Level / Flat Pool NGVD 1929 101 300.5 Chicago Sanitary & Ship Canal 64.5 577.5 Low Operating Level / Flat Pool NGVD 1929

67 198.2 Illinois River 97.3 440.0 Low Operating Level / Flat Pool NGVD 1929 102 302.6 Chicago Sanitary & Ship Canal 59.0 577.5 Low Operating Level / Flat Pool NGVD 1929

71 207.7 Illinois River 98.3 440.1 Low Operating Level / Flat Pool NGVD 1929 102 303.8 Calumet Sag Channel 62.4 577.5 Low Operating Level / Flat Pool NGVD 1929

71 209.2 Illinois River 97.2 440.2 Low Operating Level / Flat Pool NGVD 1929 102 304.1 Calumet Sag Channel 100.1 577.5 Low Operating Level / Flat Pool NGVD 1929

73 213.8 Illinois River 93.3 440.2 Low Operating Level / Flat Pool NGVD 1929 102 304.3 Calumet Sag Channel 35.4 577.5 Low Operating Level / Flat Pool NGVD 1929

74 216.9 Illinois River 79.7 440.2 Low Operating Level / Flat Pool NGVD 1929 102 304.3 Calumet Sag Channel 63.5 577.5 Low Operating Level / Flat Pool NGVD 1929

75 220.9 Illinois River 113.0 440.2 Low Operating Level / Flat Pool NGVD 1929 103 307.9 Chicago Sanitary & Ship Canal 55.4 577.5 Low Operating Level / Flat Pool NGVD 1929

76 224.5 Illinois River 89.5 440.3 Low Operating Level / Flat Pool NGVD 1929 104 309.3 Chicago Sanitary & Ship Canal 71.9 577.5 Low Operating Level / Flat Pool NGVD 1929

76 225.4 Illinois River 64.4 440.3 Low Operating Level / Flat Pool NGVD 1929 105 311.3 Chicago Sanitary & Ship Canal 70.7 577.5 Low Operating Level / Flat Pool NGVD 1929

80 237.9 Illinois River 76.6 458.5 Low Operating Level / Flat Pool NGVD 1929 105 311.3 Chicago Sanitary & Ship Canal 72.6 577.5 Low Operating Level / Flat Pool NGVD 1929

81 239.4 Illinois River 82.4 458.5 Low Operating Level / Flat Pool NGVD 1929 105 311.3 Chicago Sanitary & Ship Canal 70.7 577.5 Low Operating Level / Flat Pool NGVD 1929

82 244.0 Illinois River 82.3 458.5 Low Operating Level / Flat Pool NGVD 1929 105 312.3 Chicago Sanitary & Ship Canal 85.4 577.5 Low Operating Level / Flat Pool NGVD 1929

83 246.8 Illinois River 65.9 482.8 Low Operating Level / Flat Pool NGVD 1929 105 313.2 Chicago Sanitary & Ship Canal 111.2 577.5 Low Operating Level / Flat Pool NGVD 1929

84 250.4 Illinois River 82.5 482.8 Low Operating Level / Flat Pool NGVD 1929 105 313.2 Chicago Sanitary & Ship Canal 76.5 577.5 Low Operating Level / Flat Pool NGVD 1929

85 254.1 Illinois River 67.2 482.8 Low Operating Level / Flat Pool NGVD 1929 105 313.3 Chicago Sanitary & Ship Canal 45.4 577.5 Low Operating Level / Flat Pool NGVD 1929

89 263.1 Illinois River 78.6 482.8 Low Operating Level / Flat Pool NGVD 1929 105 313.6 Chicago Sanitary & Ship Canal 44.6 577.5 Low Operating Level / Flat Pool NGVD 1929

90 266.1 Illinois River 137.3 482.8 Low Operating Level / Flat Pool NGVD 1929 106 314.6 Chicago Sanitary & Ship Canal 65.1 577.5 Low Operating Level / Flat Pool NGVD 1929

90 266.1 Illinois River 88.1 482.8 Low Operating Level / Flat Pool NGVD 1929 106 315.1 Chicago Sanitary & Ship Canal 65.5 577.5 Low Operating Level / Flat Pool NGVD 1929

90 267.1 Illinois River 112.6 482.8 Low Operating Level / Flat Pool NGVD 1929 106 316.1 Chicago Sanitary & Ship Canal 70.2 577.5 Low Operating Level / Flat Pool NGVD 1929

91 270.6 Illinois River 84.2 482.8 Low Operating Level / Flat Pool NGVD 1929 107 316.7 Chicago Sanitary & Ship Canal 69.5 577.5 Low Operating Level / Flat Pool NGVD 1929
APPENDIX B-6 VERTICAL CLEARANCES TABLE - OVERHEAD CABLES 2013

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Chart

Number

River

Mile Water Body

Vertical

Clearance (ft)

Water Surface

Elevation (ft)

Water Surface Elevation

Reference

Vertical

Datum

107 317.4 Chicago Sanitary & Ship Canal 89.1 577.5 Low Operating Level / Flat Pool NGVD 1929

107 317.4 Chicago Sanitary & Ship Canal 76.5 577.5 Low Operating Level / Flat Pool NGVD 1929

107 318.1 Chicago Sanitary & Ship Canal 76.5 577.5 Low Operating Level / Flat Pool NGVD 1929

107 318.1 Chicago Sanitary & Ship Canal 76.5 577.5 Low Operating Level / Flat Pool NGVD 1929

107 318.2 Chicago Sanitary & Ship Canal 70.6 577.5 Low Operating Level / Flat Pool NGVD 1929

107 318.6 Chicago Sanitary & Ship Canal 66.4 577.5 Low Operating Level / Flat Pool NGVD 1929

107 319.4 Chicago Sanitary & Ship Canal 77.1 577.5 Low Operating Level / Flat Pool NGVD 1929

107 318.7 Chicago Sanitary & Ship Canal 69.1 577.5 Low Operating Level / Flat Pool NGVD 1929

114 310.7 Calumet Sag Channel 71.8 577.5 Low Operating Level / Flat Pool NGVD 1929

115 312.5 Calumet Sag Channel 48.9 577.5 Low Operating Level / Flat Pool NGVD 1929

116 315.5 Calumet Sag Channel 66.5 577.5 Low Operating Level / Flat Pool NGVD 1929

116 315.5 Calumet Sag Channel 63.4 577.5 Low Operating Level / Flat Pool NGVD 1929

116 316.0 Calumet Sag Channel 43.3 577.5 Low Operating Level / Flat Pool NGVD 1930

116 316.2 Calumet Sag Channel 64.0 577.5 Low Operating Level / Flat Pool NGVD 1929

116 316.2 Calumet Sag Channel 65.9 577.5 Low Operating Level / Flat Pool NGVD 1929

117 317.2 Calumet Sag Channel 65.8 577.5 Low Operating Level / Flat Pool NGVD 1929

117 317.3 Calumet Sag Channel 39.3 577.5 Low Operating Level / Flat Pool NGVD 1929

117 319.0 Calumet Sag Channel 52.7 577.5 Low Operating Level / Flat Pool NGVD 1929

111 326.8 N Branch Chicago River 71.9 577.5 Low Operating Level / Flat Pool NGVD 1929

111 327.7 N Branch Chicago River 75.8 577.5 Low Operating Level / Flat Pool NGVD 1929

111 328.9 N Branch Chicago River 35.8 577.5 Low Operating Level / Flat Pool NGVD 1929

112 330.9 N Branch Chicago River 39.7 577.5 Low Operating Level / Flat Pool NGVD 1929

112 331.4 N Branch Chicago River 47.9 577.5 Low Operating Level / Flat Pool NGVD 1929

114 308.3 Calumet Sag Channel 50.5 577.5 Low Operating Level / Flat Pool NGVD 1929

114 310.6 Calumet Sag Channel 31.6 577.5 Low Operating Level / Flat Pool NGVD 1929

114 310.7 Calumet Sag Channel 66.7 577.5 Low Operating Level / Flat Pool NGVD 1929

115 311.5 Calumet Sag Channel 34.8 577.5 Low Operating Level / Flat Pool NGVD 1929

116 316.7 Calumet Sag Channel 48.0 577.5 Low Operating Level / Flat Pool NGVD 1929

117 318.5 Calumet Sag Channel 57.2 577.5 Low Operating Level / Flat Pool NGVD 1929

118 320.7 Little Calumet River 68.8 577.5 Low Operating Level / Flat Pool NGVD 1929

118 322.1 Little Calumet River 72.3 577.5 Low Operating Level / Flat Pool NGVD 1929

118 322.2 Little Calumet River 77.8 577.5 Low Operating Level / Flat Pool NGVD 1929

118 322.2 Little Calumet River 69.0 577.5 Low Operating Level / Flat Pool NGVD 1929

118 323.0 Little Calumet River 64.4 577.5 Low Operating Level / Flat Pool NGVD 1929

118 323.0 Little Calumet River 64.4 577.5 Low Operating Level / Flat Pool NGVD 1929

119 327.0 Calumet River 48.9 577.5 Low Water Datum, Lake Michigan IGLD 1985

121 328.2 Calumet River 147.0 577.5 Low Water Datum, Lake Michigan IGLD 1985

121 329.5 Calumet River 143.7 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 331.7 Calumet River 154.9 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 331.7 Calumet River 154.9 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 332.0 Calumet River 148.0 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 332.3 Calumet River 114.8 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 332.8 Calumet River 144.7 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 332.8 Calumet River 144.7 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 N/A North Slip - Calumet Harbour 108.9 577.5 Low Water Datum, Lake Michigan IGLD 1985

122 N/A North Slip - Calumet Harbour 108.9 577.5 Low Water Datum, Lake Michigan IGLD 1985
U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY 

2013 SUBMERGED UTILITY CROSSINGS 

Chart 

Number

River 

Mile Water Body Type Pipe Diameter (In) Owner Chart Number River Mile Water Body 

1 1.3 Illinois River Pipeline - Water City Of Grafton 76 223.1 Illinois River 8 21.6 Illinois River Cable Ameren UE 76 224.7 Illinois River 

11 31.7 Illinois River Pipeline - Gas Central Illinois Public Service Co 76 224.7 Illinois River 15 43.0 Illinois River Pipeline - Gas Central Illinois Public Service Co 76 224.7 Illinois River 17 49.8 Illinois River Pipeline - Liquified Natural Gas 30 Panhandle Eastern Pipeline Co 76 224.8 Illinois River 17 49.8 Illinois River Pipeline - Liquified Natural Gas 26 Panhandle Eastern Pipeline Co 77 227.6 Illinois River 17 49.8 Illinois River Pipeline - Liquified Natural Gas 10 Panhandle Eastern Pipeline Co 78 231.1 Illinois River 17 49.8 Illinois River Pipeline - Liquified Natural Gas 10 Panhandle Eastern Pipeline Co 80 237.9 Illinois River 17 49.8 Illinois River Pipeline - Liquified Natural Gas 10 Panhandle Eastern Pipeline Co 81 239.3 Illinois River 17 49.8 Illinois River Pipeline - Liquified Natural Gas 10 Panhandle Eastern Pipeline Co 81 239.6 Illinois River 17 49.8 Illinois River Pipeline - Liquified Natural Gas 10 Panhandle Eastern Pipeline Co 81 239.9 Illinois River 17 49.8 Illinois River Pipeline - Liquified Natural Gas 12 Panhandle Eastern Pipeline Co 81 240.0 Illinois River 17 49.8 Illinois River Pipeline - Liquified Natural Gas 12 Panhandle Eastern Pipeline Co 81 241.3 Illinois River 17 49.8 Illinois River Pipeline - Liquified Natural Gas 12 Panhandle Eastern Pipeline Co 81 241.3 Illinois River 17 49.8 Illinois River Pipeline - Liquified Natural Gas 12 Panhandle Eastern Pipeline Co 82 244.0 Illinois River 17 49.9 Illinois River Pipeline - Liquified Natural Gas 42 Rockies Express Pipeline 82 244.0 Illinois River 19 56.0 Illinois River Cable Ameren UE 86 256.5 Illinois River 24 70.4 Illinois River Pipeline - Oil 12 Texas Empire Co 86 256.5 Illinois River 25 70.9 Illinois River Pipeline - Natural Gas 4 Central Illinois Public Service Co 89 263.4 Illinois River 30 88.7 Illinois River Telecommunications Cable Illinois Bell 89 265.6 Illinois River 30 88.7 Illinois River Telecommunications Cable Illinois Bell 89 265.6 Illinois River 40 117.9 Illinois River Pipeline - oil 22 CCPS Transportation 91 269.2 Illinois River 41 122.2 Illinois River Pipeline - gas Central IL Pub Svc Co 91 269.6 Illinois River 51 151.2 Illinois River Cable 91 270.4 Illinois River 

51 151.3 Illinois River Pipeline - natural gas 16 Ameren IL Pwr Co 91 270.5 Illinois River 52 156.4 Illinois River Pipeline - natural gas 22 Panhandle Eastern Pipeline Co 91 270.5 Illinois River 53 157.3 Illinois River Pipeline - natural gas Ameren IL Pwr Co 93 276.1 Des Plaines River 53 157.9 Illinois River Pipeline - natural gas Ameren IL Pwr Co 93 276.1 Des Plaines River 53 157.9 Illinois River Pipeline - natural gas Ameren IL Pwr Co 93 276.1 Des Plaines River 54 160.6 Illinois River Cable 93 276.2 Des Plaines River 

54 160.7 Illinois River Cable 93 278.2 Des Plaines River 54 160.7 Illinois River Cable 93 278.2 Des Plaines River 54 160.8 Illinois River Telecommunications Cable US Sprint 94 279.1 Des Plaines River 54 161.7 Illinois River Pipeline - natural gas Ameren IL Pwr Co 94 280.5 Des Plaines River 54 162.3 Illinois River Cable 94 280.5 Des Plaines River 54 162.5 Illinois River Telecommunications Cable AT&T 94 280.5 Des Plaines River 

54 162.7 Illinois River Telecommunications Cable AT&T 94 280.5 Des Plaines River 54 163.0 Illinois River Telecommunications Cable 94 280.9 Des Plaines River 56 166.1 Illinois River Telecommunications Cable AT&T 94 281.0 Des Plaines River 56 166.1 Illinois River Pipeline - unkown Central IL Light Co 94 281.4 Des Plaines River 62 182.1 Illinois River Pipeline - oil BP Pipeline 94 281.4 Des Plaines River 62 182.2 Illinois River Pipeline - other 8 Buckeye Partners, Lp 94 281.5 Des Plaines River 64 189.2 Illinois River Power Cable 95 284.4 Des Plaines River 67 196.0 Illinois River Telecommunications Cable GTE North Illinois 95 284.5 Des Plaines River 67 196.1 Illinois River Power Cable 96 284.9 Des Plaines River 73 213.7 Illinois River Pipeline - natural gas 12 Ameren IL Pwr Co 96 286.9 Des Plaines River 73 213.7 Illinois River Pipeline - natural gas 12 Ameren IL Pwr Co 97 288.0 Des Plaines River 73 213.9 Illinois River Pipeline - natural gas 8 Natural Gas Pipeline Co Of America 97 288.7 Des Plaines River 74 218.3 Illinois River Cable 98 292.1 Chicago Sanitary & Ship C
U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY 

APPENDIX C-2 SUBMERGED UTILITY CROSSINGS 

Chart 

Number

River 

Mile Water Body Type Pipe Diameter (In) Owner Chart Number River Mile Water Body 

121 328.1 Calumet River Pipeline - natural gas 110 326.8 Chicago River 

56 166.1 Illinois River Telecommunications Cable AT&T 110 326.8 Chicago River 56 166.1 Illinois River Pipeline - unkown Central IL Light Co 110 327.1 Chicago River 95 284.5 Des Plaines River Pipeline - oil 24 Enbridge Energy, Limited Partn 110 325.8 N Branch Chicago River 76 224.7 Illinois River Pipeline - gas 4 110 326.0 N Branch Chicago River 

114 310.6 Calumet Sag Channel Pipeline - gas 14 110 326.1 N Branch Chicago River 

81 241.3 Illinois River Pipeline - natural gas Nicor Gas 110 326.2 N Branch Chicago River 93 276.2 Des Plaines River Pipeline - natural gas Alliance Pipeline Ltd 110 326.2 N Branch Chicago River 96 284.9 Des Plaines River Cable 110 326.4 N Branch Chicago River 

107 317.6 Chicago Sanitary & Ship Canal Pipeline - natural gas Peoples Gas Light & Coke Co 111 326.6 N Branch Chicago River 

76 224.7 Illinois River Pipeline - gas 4 111 326.6 N Branch Chicago River 

114 310.7 Calumet Sag Channel Pipeline - natural gas Peoples Gas Light & Coke Co 111 326.8 N Branch Chicago River 101 300.5 Chicago Sanitary & Ship Canal Cable 111 327.3 N Branch Chicago River 102 303.0 Chicago Sanitary & Ship Canal Pipeline - natural gas 36 Northern IL Gas Co 111 327.3 N Branch Chicago River 108 321.0 S Branch Chicago River Cable 111 327.6 N Branch Chicago River 108 321.7 S Branch Chicago River Cable 102 304.1 Chicago Sanitary & Ship Canal 108 321.9 S Branch Chicago River Cable 111 327.8 N Branch Chicago River 108 322.2 S Branch Chicago River Cable 111 328.5 N Branch Chicago River 108 321.8 S Branch Chicago River - S Fork Cable 111 328.9 N Branch Chicago River 108 321.9 S Branch Chicago River - S Fork Cable 111 329.0 N Branch Chicago River 109 322.7 S Branch Chicago River Cable 111 329.7 N Branch Chicago River 109 322.8 S Branch Chicago River Cable 111 326.7 N Branch Chicago River - Canal 109 323.2 S Branch Chicago River Cable 111 326.7 N Branch Chicago River - Canal 109 323.3 S Branch Chicago River Cable 111 326.8 N Branch Chicago River - Canal 109 323.3 S Branch Chicago River Pipeline - Oil 111 326.9 N Branch Chicago River - Canal 109 323.6 S Branch Chicago River Cable 111 326.9 N Branch Chicago River - Canal 109 323.9 S Branch Chicago River Cable 112 330.5 N Branch Chicago River 109 324.3 S Branch Chicago River Cable 104 309.1 Chicago Sanitary & Ship Canal 109 324.6 S Branch Chicago River Cable 106 314.3 Chicago Sanitary & Ship Canal 109 324.7 S Branch Chicago River Cable 104 309.2 Chicago Sanitary & Ship Canal 109 324.8 S Branch Chicago River Cable 96 286.9 Des Plaines River 109 324.9 S Branch Chicago River Cable 108 320.5 Chicago Sanitary & Ship Canal P109 325.0 S Branch Chicago River Cable 116 315.6 Calumet Sag Channel 109 325.0 S Branch Chicago River Cable 118 322.5 Little Calumet River 109 325.1 S Branch Chicago River Cable 119 327.0 Calumet River 109 325.2 S Branch Chicago River Cable 119 325.3 Little Calumet River 109 325.3 S Branch Chicago River Cable 119 325.3 Little Calumet River 109 325.3 S Branch Chicago River Cable 120 327.4 Lake Calumet 109 325.4 S Branch Chicago River Cable 104 309.3 Chicago Sanitary & Ship Canal 109 325.5 S Branch Chicago River Cable 121 328.1 Calumet River 110 325.7 Chicago River Cable 121 328.2 Calumet River 110 325.8 Chicago River Cable 121 328.3 Calumet River 110 325.8 Chicago River Cable 122 330.8 Calumet River 110 325.9 Chicago River Cable 122 330.8 Calumet River 110 326.1 Chicago River Cable 122 331.6 Calumet River 110 326.1 Chicago River Cable 122 331.6 Calumet River 110 326.2 Chicago River Cable 122 331.9 Calumet River 110 326.3 Chicago River Cable 122 332.0 Calumet River 110 326.4 Chicago River Cable 122 332.0 Calumet River 
U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY 

2013 SUBMERGED UTILITY CROSSINGS 

Chart 

Number

River 

Mile Water Body Type Pipe Diameter (In) 

122 332.2 Calumet River Cable122 332.3 Calumet River Cable122 332.6 Calumet River Cable122 332.6 Calumet River Cable122 332.7 Calumet River Cable122 332.8 Calumet River Cable
APPENDIX D-1 WATER LEVEL GAUGES 2013

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

River

Mile

Gage Name

Gage "Zero"

Elevation

Vertical Datum

Low Water

Stage

Flood

Stage

Maximum Stage

Recorded

Date Of

Maximum Stage

218.6 Mississippi River at Grafton, IL 403.79 National Geodetic Vertical Datum of 1929 14.20 18.00 38.01 8/1/1993

21.5 Illinois River at Hardin, IL 400.00 National Geodetic Vertical Datum of 1929 18.20 25.00 42.30 8/3/1993

56.0 Illinois River at Florence, IL 400.00 National Geodetic Vertical Datum of 1929 18.80 31.00 43.60 8/1/1993

61.3 Illinois River at Valley City, IL 418.00 National Geodetic Vertical Datum of 1929 0.90 14.00 26.91 5/26/1943

70.8 Illinois River at Meredosia, IL 418.00 National Geodetic Vertical Datum of 1929 1.00 17.00 28.69 5/26/1943

80.1 Illinois River at New LaGrange Lock and Dam 413.50 National Geodetic Vertical Datum of 1929 5.50 23.00 34.55 4/27/2013

80.2 Illinois River at New LaGrange Lock and Dam - Pool 413.50 National Geodetic Vertical Datum of 1929 15.50

88.6 Illinois River at Beardstown, IL 419.90 National Geodetic Vertical Datum of 1929 9.10 14.00 29.81 4/27/2013

119.6 Illinois River near Havana, IL 424.40 National Geodetic Vertical Datum of 1929 4.80 14.00 27.78 4/25/2013

136.8 Illinois River near Copperas Creek, IL 428.00 National Geodetic Vertical Datum of 1929 1.50 0.00 25.52 4/25/2013

145.4 Illinois River near Kingston Mines, IL 428.00 National Geodetic Vertical Datum of 1929 1.70 20.00 26.58 4/24/2013

157.6 Illinois River at Peoria Lock and Dam 0.00 National Geodetic Vertical Datum of 1929 430.00 446.40 456.57 4/24/2013

157.9 Illinois River at Peoria Lock and Dam - Pool 0.00 National Geodetic Vertical Datum of 1929 440.00

164.6 Illinois River at Peoria, IL 428.40 National Geodetic Vertical Datum of 1929 11.60 18.00 29.35 4/24/2013

195.7 Illinois River near Henry, IL 425.88 National Geodetic Vertical Datum of 1929 14.12 23.00 32.87 4/22/2013

224.7 Illinois River near La Salle, IL 430.00 National Geodetic Vertical Datum of 1929 10.20 20.00 34.44 4/20/2013

230.9 Illinois River at Starved Rock Lock and Dam 0.00 National Geodetic Vertical Datum of 1929 440.30 450.00 467.81 4/19/2013

231.1 Illinois River at Starved Rock Lock and Dam - Pool 0.00 National Geodetic Vertical Datum of 1929 458.50

239.8 Illinois River at Ottawa, IL 0.00 National Geodetic Vertical Datum of 1929 458.50 463.00 473.72 4/19/2013

244.5 Illinois River at Marseilles Lock and Dam 0.00 National Geodetic Vertical Datum of 1929 458.50 467.00 476.72 4/19/2013

246.5 Illinois River at Marseilles, IL 452.91 National Geodetic Vertical Datum of 1929 5.59 20.00 28.24 4/20/2013

247.0 Illinois River at Marseilles Lock and Dam - Pool 0.00 National Geodetic Vertical Datum of 1929 482.80

263.1 Illinois River near Morris, IL 478.50 National Geodetic Vertical Datum of 1929 4.30 16.00 24.91 4/19/2013

271.3 Illinois River at Dresden Island Lock and Dam 0.00 National Geodetic Vertical Datum of 1929 482.80 491.53 506.38 4/19/2013

271.5 Illinois River at Dresden Island Lock and Dam - Pool 0.00 National Geodetic Vertical Datum of 1929 504.50

285.8 Des Plaines River at Brandon Road Lock and Dam 0.00 National Geodetic Vertical Datum of 1929 504.50 507.00 513.30 7/13/1957

286.0 Des Plaines River at Brandon Road Lock and Dam - Pool 0.00 National Geodetic Vertical Datum of 1929 538.50

288.6 Des Plaines River at Ruby Street Bridge at Joliet, IL 0.00 National Geodetic Vertical Datum of 1929 538.50 0.00 540.56 9/14/2008

291.0 Chicago Sanitary & Ship Canal at Lockport Lock and Dam 0.00 National Geodetic Vertical Datum of 1929 538.50 541.00 546.59 12/4/1982

291.1 Chicago Sanitary & Ship Canal at Lockport Lock and Dam -Pool 0.00 International Great Lakes Datum 1955 576.18 ***

302.5 Chicago Sanitary & Ship Canal near Lemont, IL 551.76 North American Vertical Datum of 1988 *** ***

326.5 Calumet River at O'Brien Lock and Dam 0.00 Chicago City Datum -2.00 ***

326.5 Calumet River at O'Brien Lock and Dam - Pool/Lake Level 0.00 Chicago City Datum *** ***

327.3 Chicago River Lock at Chicago, IL 0.00 Chicago City Datum -2.00 ***

*** Water levels in the rivers and canals upstream from Lockport, IL are maintained by the Metropolitan Water Reclamation District to ensure water is lower than or flows away from Lake Michigan. This can result in

water levels temporarily several feet higher or lower than typical.
Grafton

20.6 Hardin

31.9 11.3 Kampsville

41.8 21.2 9.9 Pearl

55.6 35.0 23.7 13.8 Florence

71.2 50.6 39.3 29.4 15.6 Meredosia

80.1 59.5 48.2 38.3 24.5 8.9 LaGrange Lock and Dam

88.4 67.8 56.5 46.6 32.8 17.2 8.3 Beardstown

120.0 99.4 88.1 78.2 64.4 48.8 39.9 31.6 Havana

127.9 107.3 96.0 86.1 72.3 56.7 47.8 39.5 7.9 Liverpool

136.7 116.1 104.8 94.9 81.1 65.5 56.6 48.3 16.7 8.8 Copperas Creek Lock

145.5 124.9 113.6 103.7 89.9 74.3 65.4 57.1 25.5 17.6 8.8 Kingston Mines

152.7 132.1 120.8 110.9 97.1 81.5 72.6 64.3 32.7 24.8 16.0 7.2 Pekin

157.6 137.0 125.7 115.8 102.0 86.4 77.5 69.2 37.6 29.7 20.9 12.1 4.9 Peoria Lock and Dam

162.6 142.0 130.7 120.8 107.0 91.4 82.5 74.2 42.6 34.7 25.9 17.1 9.9 5.0 Peoria

180.4 159.8 148.5 138.6 124.8 109.2 100.3 92.0 60.4 52.5 43.7 34.9 27.7 22.8 17.8 Chillicothe

189.0 168.4 157.1 147.2 133.4 117.8 108.9 100.6 69.0 61.1 52.3 43.5 36.3 31.4 26.4 8.6 Lacon

195.6 175.0 163.7 153.8 140.0 124.4 115.5 107.2 75.6 67.7 58.9 50.1 42.9 38.0 33.0 15.2 6.6 Henry

207.4 186.8 175.5 165.6 151.8 136.2 127.3 119.0 87.4 79.5 70.7 61.9 54.7 49.8 44.8 27.0 18.4 11.8 Hennepin

218.3 197.7 186.4 176.5 162.7 147.1 138.2 129.9 98.3 90.4 81.6 72.8 65.6 60.7 55.7 37.9 29.3 22.7 10.9 Spring Valley

222.6 202.0 190.7 180.8 167.0 151.4 142.5 134.2 102.6 94.7 85.9 77.1 69.9 65.0 60.0 42.2 33.6 27.0 15.2 4.3 Peru

224.0 203.4 192.1 182.2 168.4 152.8 143.9 135.6 104.0 96.1 87.3 78.5 71.3 66.4 61.4 43.6 35.0 28.4 16.6 5.7 1.4 LaSalle

230.9 210.3 199.0 189.1 175.3 159.7 150.8 142.5 110.9 103.0 94.2 85.4 78.2 73.3 68.3 50.5 41.9 35.3 23.5 12.6 8.3 6.9 Starved Rock Lock and Dam

239.4 218.8 207.5 197.6 183.8 168.2 159.3 151.0 119.4 111.5 102.7 93.9 86.7 81.8 76.8 59.0 50.4 43.8 32.0 21.1 16.8 15.4 8.5 Ottawa

244.5 223.9 212.6 202.7 188.9 173.3 164.4 156.1 124.5 116.6 107.8 99.0 91.8 86.9 81.9 64.1 55.5 48.9 37.1 26.2 21.9 20.5 13.6 5.1 Marseilles Lock

252.6 232.0 220.7 210.8 197.0 181.4 172.5 164.2 132.6 124.7 115.9 107.1 99.9 95.0 90.0 72.2 63.6 57.0 45.2 34.3 30.0 28.6 21.7 13.2 8.1 Seneca

263.2 242.6 231.3 221.4 207.6 192.0 183.1 174.8 143.2 135.3 126.5 117.7 110.5 105.6 100.6 82.8 74.2 67.6 55.8 44.9 40.6 39.2 32.3 23.8 18.7 10.6 Morris

271.4 250.8 239.5 229.6 215.8 200.2 191.3 183.0 151.4 143.5 134.7 125.9 118.7 113.8 108.8 91.0 82.4 75.8 64.0 53.1 48.8 47.4 40.5 32.0 26.9 18.8 8.2 Dresden Lock and Dam

272.8 252.2 240.9 231.0 217.2 201.6 192.7 184.4 152.8 144.9 136.1 127.3 120.1 115.2 110.2 92.4 83.8 77.2 65.4 54.5 50.2 48.8 41.9 33.4 28.3 20.2 9.6 1.4 Confluence of Kankakee & Des Plaines Rivers

277.9 257.3 246.0 236.1 222.3 206.7 197.8 189.5 157.9 150.0 141.2 132.4 125.2 120.3 115.3 97.5 88.9 82.3 70.5 59.6 55.3 53.9 47.0 38.5 33.4 25.3 14.7 6.5 5.1 Channahon

285.9 265.3 254.0 244.1 230.3 214.7 205.8 197.5 165.9 158.0 149.2 140.4 133.2 128.3 123.3 105.5 96.9 90.3 78.5 67.6 63.3 61.9 55.0 46.5 41.4 33.3 22.7 14.5 13.1 8.0 Brandon Road Lock and Dam

289.8 269.2 257.9 248.0 234.2 218.6 209.7 201.4 169.8 161.9 153.1 144.3 137.1 132.2 127.2 109.4 100.8 94.2 82.4 71.5 67.2 65.8 58.9 50.4 45.3 37.2 26.6 18.4 17.0 11.9 3.9 Junction of Des Plaines River & Chicago Sanitary Ship Canal

291.0 270.4 259.1 249.2 235.4 219.8 210.9 202.6 171.0 163.1 154.3 145.5 138.3 133.4 128.4 110.6 102.0 95.4 83.6 72.7 68.4 67.0 60.1 51.6 46.5 38.4 27.8 19.6 18.2 13.1 5.1 1.2 Lockport Lock and Dam

300.6 280.0 268.7 258.8 245.0 229.4 220.5 212.2 180.6 172.7 163.9 155.1 147.9 143.0 138.0 120.2 111.6 105.0 93.2 82.3 78.0 76.6 69.7 61.2 56.1 48.0 37.4 29.2 27.8 22.7 14.7 10.8 9.6 Lemont

303.4 282.8 271.5 261.6 247.8 232.2 223.3 215.0 183.4 175.5 166.7 157.9 150.7 145.8 140.8 123.0 114.4 107.8 96.0 85.1 80.8 79.4 72.5 64.0 58.9 50.8 40.2 32.0 30.6 25.5 17.5 13.6 12.4 2.8 Junction of Chicago San. Ship Canal and Cal-Sag Channel

308.4 287.8 276.5 266.6 252.8 237.2 228.3 220.0 188.4 180.5 171.7 162.9 155.7 150.8 145.8 128.0 119.4 112.8 101.0 90.1 85.8 84.4 77.5 69.0 63.9 55.8 45.2 37.0 35.6 30.5 22.5 18.6 17.4 7.8 5.0 Willow Springs

313.2 292.6 281.3 271.4 257.6 242.0 233.1 224.8 193.2 185.3 176.5 167.7 160.5 155.6 150.6 132.8 124.2 117.6 105.8 94.9 90.6 89.2 82.3 73.8 68.7 60.6 50.0 41.8 40.4 35.3 27.3 23.4 22.2 12.6 9.8 4.8 Summit

327.1 306.5 295.2 285.3 271.5 255.9 247.0 238.7 207.1 199.2 190.4 181.6 174.4 169.5 164.5 146.7 138.1 131.5 119.7 108.8 104.5 103.1 96.2 87.7 82.6 74.5 63.9 55.7 54.3 49.2 41.2 37.3 36.1 26.5 23.7 18.7 13.9 Chicago Lock

331.3 310.7 299.4 289.5 275.7 260.1 251.2 242.9 211.3 203.4 194.6 185.8 178.6 173.7 168.7 150.9 142.3 135.7 123.9 113.0 108.7 107.3 100.4 91.9 86.8 78.7 68.1 59.9 58.5 53.4 45.4 41.5 40.3 30.7 27.9 22.9 18.1 7.4 Addison Street Bridge

326.4 305.8 294.5 284.6 270.8 255.2 246.3 238.0 206.4 198.5 189.7 180.9 173.7 168.8 163.8 146.0 137.4 130.8 119.0 108.1 103.8 102.4 95.5 87.0 81.9 73.8 63.2 55.0 53.6 48.5 40.5 36.6 35.4 25.8 23.0 28.0 32.8 46.7 50.9 T.J. O'Brien Lock and Dam

327.1 306.5 295.2 285.3 271.5 255.9 247.0 238.7 207.1 199.2 190.4 181.6 174.4 169.5 164.5 146.7 138.1 131.5 119.7 108.8 104.5 103.1 96.2 87.7 82.6 74.5 63.9 55.7 54.3 49.2 41.2 37.3 36.1 26.5 23.7 28.7 33.5 47.4 51.6 0.7 Lake Calumet Entrance

333.3 312.7 301.4 291.5 277.7 262.1 253.2 244.9 213.3 205.4 196.6 187.8 180.6 175.7 170.7 152.9 144.3 137.7 125.9 115.0 110.7 109.3 102.4 93.9 88.8 80.7 70.1 61.9 60.5 55.4 47.4 43.5 42.3 32.7 29.9 34.9 39.7 53.6 57.8 6.9 6.2 Lake Michigan, Calumet R.

2013 WATERWAY DISTANCE TABLE

U.S. ARMY CORPS OF ENGINEERS ILLINOIS WATERWAY MISSISSIPPI RIVER DIVISION

GREAT LAKES & OHIO RIVER DIVISION

Distance Finding Chart for the Illinois Waterway

Compiled from mileage shown in Light List
A SPECIAL NOTE TO RECREATIONAL BOATERS

Boating on the Illinois Waterway presents special hazards. Following

are some precautions all recreational boaters should adhere to:

< There are restricted areas above and below each dam. Stay away from these

restricted areas to avoid getting caught in dangerous currents.

< Stay clear of barges and towboats. If you cannot see the front of the pilothouse,

the pilot of the towboat cannot see you.

< Not all hazards outside of the navigation channel are shown on this chart. Stay in

the marked channel to avoid all known and unknown hazards.

< Learn proper locking procedures: http://www.mvr.usace.army.mil/Missions/Recreation/MississippiRiverProject.aspx

http://watersafety.usace.army.mil/

Don't forget common sense:

Life jackets are lifesavers.

Drinking and boating don't mix.

Hypothermia can kill.

Show courtesy to other boaters.

Attend a safe boating class. For more information, call 815-667-4054

Know before you go.

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